Tender For Tnv 47 Kovilpatti H C And M Sub Division
Tender Overview
Project Description
Widening From Single Lane To Two Lane, Strengthening Including Reconstruction Of Culverts And Construction Of Drain In Government Roads Of Kovilpatti ( H ) C&M -Sub Division ( Tnv-47 ) Road A:Widening From Single Lane To Two Lane And Strengthening At Km 11 / 0-13 / 2 Of Iyyanaroorthu Road Including Reconstruction Of Culvert At Km11 / 2 & 11 / 10Road B:Widening From Single Lane To Two Lane And Strengthening At Km 0 / 0-1 / 2 Of Kalugumalai - Deverkulam Road Including Reconstruction Of Culvert At Km 0 / 2, 0 / 10 & 1 / 2, Construction Of Drain At Km 0 / 0-1 / 2.
BOQ
| Sl. No. | Item Description |
| 1 | Picking the existing BT Surface upto 50mm depth as directed by the departmental officers and collection the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc.., complete as per standard specifications as per MORTH Rev. V Clause No. 111,112,202 |
| 2 | Road A |
| 3 | 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 tool and equipments and all other incidental charges such as baling our water, sheeting, shoring, bracing and their subsequent removal, removal and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc.., indicated by the engineer as per Box Cutting. |
| 4 | Road A |
| 5 | Road B |
| 6 | 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 401- for Grading – V Material for widening portion. |
| 7 | Road A |
| 8 | Road B |
| 9 | 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 401- for Grading – III Material for widening portion. |
| 10 | Road A |
| 11 | 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) as per MORTH Rev. V Clause No. 111, 112, 406 & 900. |
| 12 | Road A |
| 13 | Road B |
| 14 | 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) - over WMM/ WBM as per MORTH Rev. V Clause No. 111,112,501,502 &900 . |
| 15 | Road A |
| 16 | Road B |
| 17 | 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 - over granular surfaces treated with primer as per MORTH Rev. V Clause No.111, 112,501, 503 & 900. |
| 18 | Road A |
| 19 | Road B |
| 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 - over granular surfaces treated with primer as per MORTH Rev. V Clause No.111, 112,501, 503 & 900. |
| 21 | Road B |
| 22 | Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared Concrete surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer as per MORTH Rev. V Clause No.111, 112,501, 503 & 900. |
| 23 | Road A |
| 24 | Road B |
| 25 | Bituminous Macadam (Providing and laying 50mm 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 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900. |
| 26 | Road A |
| 27 | Road B |
| 28 | Dense Bituminous Macadam - Grading -I ( Providing and Layingdense Bituminous Macadam of 55mm thickness which work shall consist of construction in a single course of compacted crushed aggregates premixed with bituminous binder 40/50 grade (Viscosity Grade30) at the rate 4.50% by weight of the total mix to serve as base / binder course in accordance with the requirement of the specifications and in confirmity with the drawings or directed by the Engineer in charge of the work as per Clause No 111, 112, 501,507 & 900 of MORT &H Specification. |
| 29 | Road B |
| 30 | Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixedwith 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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 501,507 & 900. |
| 31 | Road A |
| 32 | Road B |
| 33 | Filling with Box cut Earthincludingcost and conveyance of the same to work site including stacking the same to departmental gauge for premeasurementincluding alllabour charges for laying spreading etc complete and as directed by departmental engineers for making up of berm including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112,202, 301 to 305, 900 |
| 34 | Road A |
| 35 | Road B |
| 36 | Dismantling the existing Plain Cement in Cement Mortar in the existing Causeway/bridge and clearing away from the work site and carefully stacking the use full materialsfor reuse on the road side as directed by the departmental officers including all labour and incidental charges etc.., complete. |
| 37 | Road A |
| 38 | Dismantling the existing Random Rubble Masonryin the existing Causeway/bridge and clearing away from the work site and carefully stacking the use full materialsfor reuse on the road side as directed by the departmental officers including all labour and incidental charges etc.., complete.Dismantling RR Masonry. |
| 39 | Road A |
| 40 | Road B |
| 41 | Road B |
| 42 | Road B |
| 43 | Dismantling the existing Cut Stone existing Causeway/bridge and clearing away from the work site and carefully stacking the use full materialsfor reuse on the road side as directed by the departmental officers including all labour and incidental charges etc.., complete.Dismantling RR Masonry. |
| 44 | Road A |
| 45 | Road B |
| 46 | Road B |
| 47 | Road B |
| 48 | Earth work excavation in all classes of soil except Kankar / Soft disintegrated rock not requiring blasting medium rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour equipments and all incidental charges such as baling our water providing andmaintaining necessary cofferdams 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 clearing the site and disposal of all surplus materials etc.., complete as per relevant standard specification for Foundation of Box Culvert and Return wall |
| 49 | Road A |
| 50 | Road A |
| 51 | Road B |
| 52 | Road B |
| 53 | Road B |
| 54 | Road B |
| 55 | Plain Cement Concrete of grade M20 Nominal Mix 1:1.5:3 using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork soft water, labour charges for mixing transporting laying and curing concrete working at depths tools and plants and maintaining of protective bunds, cofferdams, shoring strutting etc.., complete as per relevant standard specifications for Leveling course of Box Culvert and Return wall |
| 56 | Road A |
| 57 | Road A |
| 58 | Road B |
| 59 | Road B |
| 60 | Road B |
| 61 | 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. |
| 62 | Road A |
| 63 | Road A |
| 64 | Road B |
| 65 | Road B |
| 66 | Road B |
| 67 | 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. |
| 68 | Road A |
| 69 | Road A |
| 70 | Road B |
| 71 | Road B |
| 72 | Road B |
| 73 | 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. |
| 74 | Road A |
| 75 | Road A |
| 76 | Road B |
| 77 | Road B |
| 78 | Road B |
| 79 | 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 space bars, cover blocks and all other incidental charges etc.., complete as per standard specification. |
| 80 | Road A |
| 81 | Road A |
| 82 | Road B |
| 83 | Road B |
| 84 | Road B |
| 85 | Road B |
| 86 | Vibrated Cement Concrete M20 Grade using 40mm ISS HBG Metal including cost and conveyanceof 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 |
| 87 | Road A |
| 88 | Road A |
| 89 | Road B |
| 90 | Road B |
| 91 | Road B |
| 92 | Vibrated Cement Concrete of grade M20 Nominal Mix 1:1.5:3 using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork soft water, labour charges for mixing transporting laying and curing concrete working at depths tools and plants and maintaining of protective bunds, cofferdams, shoring strutting etc.., complete as per relevant standard specifications for Footing of Return Wall |
| 93 | Road A |
| 94 | Road A |
| 95 | Road B |
| 96 | Road B |
| 97 | Vibrated Reinforced Cement Concrete of grade M20 Nominal Mix 1.1.5:3 using 40mm ISS size HBG graded metal including cost and conveyance of all materials to side including cost of cement at site including cost of formwork , soft water, labour charges for mixing , transporting , laying and 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 |
| 98 | Road A |
| 99 | Road A |
| 100 | Road B |
| 101 | Road B |
| 102 | Vibrated Reinforced Cement Concrete of grade M20 Nominal Mix 1.1.5:3 using 40mm ISS size HBG graded metal including cost and conveyance of all materials to side including cost of cement at site including cost of formwork , soft water, labour charges for mixing , transporting , laying and 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 |
| 103 | Road A |
| 104 | Road A |
| 105 | Road B |
| 106 | Road B |
| 107 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Earth with lead of 5Km for formation of Diversion Road for 95% compaction. |
| 108 | Road A |
| 109 | Road A |
| 110 | Road B |
| 111 | Road B |
| 112 | Road B |
| 113 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Earth with lead of 5Km for formation of Diversion Road for 97% compaction. |
| 114 | Road A |
| 115 | Road A |
| 116 | Road B |
| 117 | Road B |
| 118 | Road B |
| 119 | Supply and Hoisting of NP3 Class RCC 1000mm dia pipes supplied by the Contractor at his own cost specified below confirming to IS45B/1989 cost of pipe as 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. |
| 120 | Road A |
| 121 | Road A |
| 122 | Road B |
| 123 | Road B |
| 124 | Road B |
| 125 | Providing and laying Gravel soling for specified thick 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 of Diversion Road. |
| 126 | Road A |
| 127 | Road A |
| 128 | Road B |
| 129 | Road B |
| 130 | Road B |
| 131 | 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 of Drain |
| 132 | Road B |
| 133 | Vibrated Reinforced Cement Concrete of Grade M25 (Design Mix) using 20mm ISS HBGgraded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting,laying and curing concrete, working at depths, Tools and Plants and incidental Charges such as maintaining of protective bund, cofferdams, shoring, strutting etc.,complete as per relevant standard specification for Bottom Slab of Drain |
| 134 | Road B |
| 135 | Vibrated Reinforced Cement Concrete of Grade M25 (Design Mix) using 20mm ISS HBGgraded metal including cost and conveyance of al materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting,laying and curing concrete, working at depths, Tools and Plants and incidental Charges such as maintaining of protective bund, cofferdams, shoring, strutting etc.,complete as per relevant standard specification for Side walls in Drain |
| 136 | Road B |
| 137 | Vibrated Reinforced Cement Concrete M25 (Design Mix) using 20mm ISS HBGgraded metal including cost and conveyance of all materials to site and cost of cementat site but excludingcost and fabrication of steel, but including labour charges for mixing, transporting,laying and curing concrete, soft water working at heights, hire charges for Tools and Plants and incidental Chargesetc.,completefor Top Slab |
| 138 | Road B |
| 139 | Providing and fixing of FRP Gratings of 600 x 200 mm size with M.S flats of 25x10 mm for outer frames, 25x6 mm for inner braces andPVC pipe 150 mm dia fixed with mild steel grating, including cost and conveyance of pipes and gratings and fixing them in position. (At 5m Interval) |
| 140 | Road B |
| 141 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 142 | Basic cost of value put to tender as per estimate |
| 143 | Add GST at 18% |
| 144 | Total Value put to Tender |
| 145 | Negotiated Percentage |
| 146 | Final Negotiated Value |
| 147 | Add GST at 18% of Final Negotiated Value |
| 148 | Total Value of Contract Including 18% of GST |
| 149 | Basic cost of value put to tender as per Estimate |
| 150 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
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