Tender For Widening From Sl To Il, Strengthening Improvements To Ridingquality And Construction Of Retaining Wall And Breast Wall Including Cd Work In Government Road Of Radhapuram (H)C&M Sub Division(Tnv-53)Road - A : Widening From Single Lane To Interme
Tender Value
4.69 Crore
Estimated cost
Bid Submission
28 Oct 2024
0 days left
EMD
2.45 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
radhapuram → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening from SL to IL, Strengthening improvements to Ridingquality and Construction of Retaining Wall and Breast Wall including CD Work in Government Road of Radhapuram (H)C&M Sub Division(TNV-53)Road - A : Widening from Single Lane to Intermediate Lane and Strengthening at km 1/8 - 3/6 of Kavalkinaru - Lebbaikudiyiruppu Road including Construction of Retaining Wall at km 2/10 & 3/6 and Construction of Breast Wall at km 3/4 & 3/6.Road - B : Widening from Single Lane to Intermediate Lane and Strengthening at km 0/0 - 1/6 of Pazhavoor - Irukkanthurai Road including CD Works. Road - C :Improvements to Riding Quality at km 0/0 - 1/2 of Pettaikulam - Periyakulam Road (via) North Pettaikulam Road
BOQ
| Sl. No. | Item Description |
| 1 | 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 charges, materials, tools, equipments and all incidental charges, removal of 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 Boxing including conveyance of cut earth away from the site with average lead |
| 2 | ROAD - A |
| 3 | ROAD - B |
| 4 | Dry Lean Cement Concrete Sub- base - Construction of dry lean cement concrete Sub base over a prepared sub-grade with coarseand fine aggregate conforming to IS: 383, thesize of coarse aggregatenot xceeding 25mm,aggregate cement ratio not to exceed 15:1,aggregate gradation after blending to beaspertable 600-1, cement content not tobe less than150kg/cum, concrete strength not tobelessthan 10 Mpa at 7 days, mixed at site,compacted using vibrator, finishing and curing. |
| 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 soil compactor to achieve the desired density, complete as per clause 401 For Grading-V Material (Filter/ Separation Layer at Bottom)Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900. |
| 8 | ROAD - A |
| 9 | ROAD - B |
| 10 | 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 soil compactor to achieve the desired density, complete as per clause 401 For Grading-III Material (Drainage Layer at Top) Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900. |
| 11 | ROAD - A |
| 12 | ROAD - B |
| 13 | Picking 5cm to 10cm old metalled surface and sectioning 1Sqm.Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the samefor reuseincluding all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V Clause No. 111, 112, 202,305.4.3& 501. |
| 14 | ROAD - A |
| 15 | ROAD - B |
| 16 | WET MIX MACADAM - Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 Clause No. 111, 112, 406 & 900 |
| 17 | ROAD - A |
| 18 | ROAD - B |
| 19 | Prime Coat OverWMM Surface - Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 as per MORTH Rev. V Clause No. 111,112,501,502 &900 . |
| 20 | ROAD - A |
| 21 | ROAD - B |
| 22 | Tack Coat Over Primed Surface - Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900. |
| 23 | ROAD - A |
| 24 | ROAD - B |
| 25 | Tack Coat over Dry Lean Cement Concrete- Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminousconstruction over it including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev- |
| 26 | ROAD - A |
| 27 | ROAD - B |
| 28 | Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 |
| 29 | ROAD - C |
| 30 | BM (Grade-II)50mm Thick Using VG30 Bitumen - Providing, laying 75mm consolidated thick Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5 |
| 31 | ROAD - A |
| 32 | ROAD - B |
| 33 | ROAD - C |
| 34 | BC 30/40mm Thick (Grade-II) Using VG30 Bitumen - Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 |
| 35 | ROAD - A |
| 36 | ROAD - B |
| 37 | ROAD - C |
| 38 | 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 charges,materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of 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 making up of low berms for Conveyance using Carted Earth -1km. |
| 39 | ROAD - C |
| 40 | Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers. |
| 41 | ROAD - A |
| 42 | ROAD - B |
| 43 | Dismantling the existing Random Rubble Masonry in Cement Mortar in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. |
| 44 | ROAD - B - Box culvert |
| 45 | Dismantling the existing RCC in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. |
| 46 | ROAD - B - Box culvert |
| 47 | Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation FOUNDATION OF BOX CULVERT AND RETURN WALL & Retaining Wall, Drainage. |
| 48 | ROAD - A - Retaining Wall |
| 49 | ROAD - A - Breast Wall |
| 50 | ROAD - B - Box culvert |
| 51 | ROAD - B - Drain |
| 52 | Cement Concrete of Grade M10 (Nominal Mix 1:3:6) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Levelling course for BASE SLAB. |
| 53 | ROAD - B - Drain |
| 54 | Plain Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixingtransporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE OF BOX CULVERT |
| 55 | ROAD - B - Box culvert |
| 56 | Vibrated Reinforced Cement Concrete M25 Grade using 20mm 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 BOTTOM SLAB OF BOX CULVERT & DRAINAGE. |
| 57 | ROAD - B - Box culvert |
| 58 | ROAD - B - Drain |
| 59 | Vibrated Reinforced Cement Concrete M25 Grade using 20mm 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 OF BOX CULVERT & DRAINAGE. |
| 60 | ROAD - B - Box culvert |
| 61 | ROAD - B - Drain |
| 62 | Vibrated Reinforced Cement Concrete M25 Grade using 20mm 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 TOP SLAB OF BOX CULVERT & DRAINAGE. |
| 63 | ROAD - B - Box culvert |
| 64 | ROAD - B - Drain |
| 65 | 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. |
| 66 | ROAD - B - Box culvert |
| 67 | ROAD - B - Drain |
| 68 | Vibrated Cement Concrete M20 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. |
| 69 | ROAD - B - Box culvert |
| 70 | VibratedCement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL. |
| 71 | ROAD - B - Box culvert |
| 72 | VibratedCement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL- BELOW SILL LEVEL |
| 73 | ROAD - B - Box culvert |
| 74 | VibratedCement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL- ABOVE SILL LEVEL |
| 75 | ROAD - B - Box culvert |
| 76 | Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines, grades and crosssections shown in the drawingsor as indicatedby the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 95% compacion. |
| 77 | ROAD - B - Box culvert |
| 78 | Supply and Hoisting of NP 3 class RCC 1000 mm dia. pipessupplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipeas a finished workincluding all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmentalofficers etc., complete. |
| 79 | ROAD - B - Box culvert |
| 80 | Providing andlaying Gravel soling forspecifiedthick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD |
| 81 | ROAD - B - Box culvert |
| 82 | Vibrated Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixingtransporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for FOOTINGS OF PCC RETAINING WALL |
| 83 | ROAD - A - Retaining Wall |
| 84 | ROAD - A - Breast Wall |
| 85 | Vibrated Cement Concrete M20grade (Nominal Mix 1:1.5:3) using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixingtransporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (below sill level) |
| 86 | ROAD - A - Retaining Wall |
| 87 | ROAD - A - Breast Wall |
| 88 | Vibrated Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixingtransporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (above sill level) |
| 89 | ROAD - A - Retaining Wall |
| 90 | ROAD - A - Breast Wall |
| 91 | Providing and fixing SEEPAGE PIPES of 110mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite,cost and labour for 900mm dia.Semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the Retaining Wall |
| 92 | ROAD - A - Retaining Wall |
| 93 | ROAD - A - Breast Wall |
| 94 | Providing and Fixing Bitumen pad Expansion Joints including cost and conveyance of expansion joints, shamiler pad and joint sealants and fixing them in position etc.., complete in Retaining wall (SOR S.L.No : M-0661) |
| 95 | ROAD - A - Retaining Wall |
| 96 | Earth Fillingto site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete as per MORTH Rev. V Clause No. 304 by using Carted Earth with a lead of 5 km |
| 97 | ROAD - A - Retaining Wall |
| 98 | ROAD - A - Breast Wall |
| 99 | Refillingto site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete as per MORTH Rev. V Clause No. 304 |
| 100 | ROAD - A - Retaining Wall |
| 101 | ROAD - A - Breast Wall |
| 102 | Providing and Fixing of FRP Gratings of 600 x 300 mm size with M.S Flats of size 25 x 10mm for outer frames 25 x 6mm for inner braces and PVC pipe 150mm dia fixed with mild teel gratings including cost and conveyance of pipes and gratings and fixing them in position (at 5m interval) |
| 103 | ROAD - B - Drain |
| 104 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 105 | Basic cost of value put to tender as per estimate |
| 106 | Add GST at 18% |
| 107 | Total Value put to Tender |
| 108 | Negotiated Percentage |
| 109 | Final Negotiated Value |
| 110 | Add GST at 18% of Final Negotiated Value |
| 111 | Total Value of Contract Including 18% of GST |
| 112 | Basic cost of value put to tender as per Estimate |
| 113 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
AI Tender Summary
Tender Timeline
Oct 03, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedOct 28, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 29, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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