Widening From Il To Two Lane Imnts To Riding Qualit Andeconstruction Of Minor Bridge To Government Roads Of Of Sankarankoil H C And M Sub Division Tnv 09
Tender Value
6.96 Crore
Estimated cost
Bid Submission
03 Feb 2022
0 days left
EMD
3.58 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
sankarankoil → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening From Il To Two Lane Imnts To Riding Qualit Andeconstruction Of Minor Bridge To Government Roads Of Of Sankarankoil H C And M Sub Division Tnv 09
BOQ
| Sl. No. | Item Description |
| 1 | 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 picking and all othertools 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 | A Road |
| 3 | E Road |
| 4 | K Road |
| 5 | 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 |
| 6 | M Road |
| 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 401 ) - for grading-V Material for widening portion. |
| 8 | G Road |
| 9 | L Road |
| 10 | M Road |
| 11 | N Road |
| 12 | 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-IIIMaterial for widening portion. |
| 13 | M Road |
| 14 | 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. |
| 15 | A Road |
| 16 | E Road |
| 17 | G Road |
| 18 | K Road |
| 19 | L Road |
| 20 | M Road |
| 21 | N Road |
| 22 | 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 . |
| 23 | A Road |
| 24 | E Road |
| 25 | G Road |
| 26 | K Road |
| 27 | L Road |
| 28 | M Road |
| 29 | N Road |
| 30 | 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. |
| 31 | A Road |
| 32 | E Road |
| 33 | G Road |
| 34 | K Road |
| 35 | L Road |
| 36 | M Road |
| 37 | N Road |
| 38 | Advance patch work using13.20 mm IRC size HBG metal for making the potholes and patching using VG10 grade bitumen including mixing at the rate of 44Kg/Cum of chips after trimming the potholes or depression to proper shape and depth side painting with tackcoat and compacting the layers as directed by Departmental officers etc., complete, as per MORTH Specification. |
| 39 | A Road |
| 40 | B Road |
| 41 | C Road |
| 42 | D Road |
| 43 | E Road |
| 44 | F Road |
| 45 | I Road |
| 46 | M Road |
| 47 | 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 bituminous surfaces as per MORTH Rev. V Clause No. 111, 112, 503 & 900. |
| 48 | A Road |
| 49 | B Road |
| 50 | C Road |
| 51 | D Road |
| 52 | E Road |
| 53 | F Road |
| 54 | G Road |
| 55 | H Road |
| 56 | I Road |
| 57 | J Road |
| 58 | K Road |
| 59 | L Road |
| 60 | M Road |
| 61 | N Road |
| 62 | 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 directed by the Engineeper clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900. |
| 63 | A Road |
| 64 | B Road |
| 65 | C Road |
| 66 | D Road |
| 67 | E Road |
| 68 | F Road |
| 69 | G Road |
| 70 | H Road |
| 71 | I Road |
| 72 | J Road |
| 73 | K Road |
| 74 | L Road |
| 75 | N Road |
| 76 | Providing and laying 50mm-75mmconsolidated thick DenseBituminous macadam using 0.24cum of 26.50-13.20mm,0.25cum of 13.20-2.36mm and below and with 53.20Kgs of VG-30 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 themin required temperature in central hot mix plant conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness with paver to the specifiedgrades and cross sections and compacted by vibratory roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for CMP with bitumen boiler, tipper trucks, Paver finisher, Vibratory rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per Cl.505 MoRTH 5-rev. |
| 77 | M Road |
| 78 | 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, 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. |
| 79 | A Road |
| 80 | B Road |
| 81 | C Road |
| 82 | D Road |
| 83 | E Road |
| 84 | F Road |
| 85 | G Road |
| 86 | H Road |
| 87 | I Road |
| 88 | J Road |
| 89 | K Road |
| 90 | L Road |
| 91 | M Road |
| 92 | N Road |
| 93 | Excavation including removal and satisfactory disposal of all materials 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.a. Formation of embankment using Box Cut Earth including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112, 301 to 305, 900 |
| 94 | M Road |
| 95 | 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 No. 111, 112, 301, 305, 900 for Conveyed earth with a lead of 2 km for culvert. 97% Compaction |
| 96 | G Road |
| 97 | L Road |
| 98 | N Road |
| 99 | 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 No. 111, 112, 301, 305, 900 for Conveyed earth with a lead of 2 km for culvert. 95% Compaction |
| 100 | G Road |
| 101 | L Road |
| 102 | N Road |
| 103 | Excavation including removal and satisfactory disposal of all materials 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.a. Formation of embankment using Side Earth including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112, 301 to 305, 900 |
| 104 | A Road |
| 105 | B Road |
| 106 | C Road |
| 107 | D Road |
| 108 | E Road |
| 109 | F Road |
| 110 | H Road |
| 111 | I Road |
| 112 | J Road |
| 113 | K Road |
| 114 | Earthwork excavation inall classes of soil except soft disintegrated rock / kankar not requiring blasting andhard 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 and maintaining 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 DRESSING THE BED UP TO SILL LEVEL. |
| 115 | G Road |
| 116 | L Road |
| 117 | N Road |
| 118 | Earthwork excavation in all classes of soil not requiring blastingexcept 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 and maintaining 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 forFOUNDATION OF ABUTMENTS, PIERS AND WINGS, RETAININGWALL. |
| 119 | G Road |
| 120 | G Road |
| 121 | L Road |
| 122 | L Road |
| 123 | N Road |
| 124 | N Road |
| 125 | Earthwork excavation in Soft disintegarated rock/ Kangar not 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 and maintaining 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 ABUTMENTS AND WINGS |
| 126 | G Road |
| 127 | Earthwork excavation in Hard rock requiring blasting exceptand 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 and maintaining 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 ABUTMENTS AND WINGS |
| 128 | L Road |
| 129 | N Road |
| 130 | Cement Concrete M20 using 40mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at depths, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for LEVELLING COURSE BELOW FOOTING OF PIERS, RETAINING WALL |
| 131 | G Road |
| 132 | G Road |
| 133 | L Road |
| 134 | L Road |
| 135 | N Road |
| 136 | N Road |
| 137 | VibratedCement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG 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 ABUTMENT AND WINGS, RETAINING WALL BELOW SILL LEVEL. |
| 138 | G Road |
| 139 | G Road |
| 140 | L Road |
| 141 | L Road |
| 142 | N Road |
| 143 | N Road |
| 144 | VibratedCement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG 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 including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS, RETAINING WALLABOVE SILL LEVEL. |
| 145 | G Road |
| 146 | G Road |
| 147 | L Road |
| 148 | L Road |
| 149 | N Road |
| 150 | N Road |
| 151 | VibratedReinforced Cement Concrete of grade M30 design mixusingISS 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 including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS. |
| 152 | G Road |
| 153 | L Road |
| 154 | N Road |
| 155 | Providing and fixing seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, 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 ABUTMENTS AND WINGS,RETAINING WALL - |
| 156 | G Road |
| 157 | G Road |
| 158 | L Road |
| 159 | L Road |
| 160 | N Road |
| 161 | N Road |
| 162 | Providing and fixing KRAFT PAPER for full width of seating of deck slab andincluding cost and conveyanceto work site, labour charges for fixing the same in the correct position and all other incidental charges et., complete. |
| 163 | G Road |
| 164 | L Road |
| 165 | N Road |
| 166 | VibratedReinforced Cement Concrete of grade M30 mesign mixusingISS size HBG graded metal including cost and conveyance of all materials to site including cost ofcementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB. |
| 167 | G Road |
| 168 | L Road |
| 169 | N Road |
| 170 | Providing FILTER MEDIA behind abutment and wings for 600 mm thickness using filter materials as per Appendix - 6 of IRC: 78-2014 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to woksite including all other incidental charges etc., complete. |
| 171 | G Road |
| 172 | L Road |
| 173 | N Road |
| 174 | FILLING behind the abutments and returns as per Appendix 6 of IRC: 78-2014 with clean gritty free draining material including cost and draining material having Phi value more than 35° conveyance of materials to work site , laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including wateing, with all leads for water and all other incidental charges etc., complete. |
| 175 | G Road |
| 176 | L Road |
| 177 | N Road |
| 178 | Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete. |
| 179 | G Road |
| 180 | L Road |
| 181 | N Road |
| 182 | Supply and fabrication of Fe-500 STEEL required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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. |
| 183 | G Road |
| 184 | L Road |
| 185 | N Road |
| 186 | Vibrated Cement Concrete M15 grade Nominal Mix 1:2:4 using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork,lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB. |
| 187 | G Road |
| 188 | L Road |
| 189 | N Road |
| 190 | VRCC M 30 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification forAPPROACH SLAB. |
| 191 | G Road |
| 192 | L Road |
| 193 | N Road |
| 194 | VRCC M30 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification forWEARING COAT OVER DECK SLAB AND APPROACH SLAB. |
| 195 | G Road |
| 196 | L Road |
| 197 | N Road |
| 198 | VRCC M40 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification forCRASH BARRIER on inner edge of footpath. |
| 199 | G Road |
| 200 | L Road |
| 201 | N Road |
| 202 | Vibrated Cement concrete M 15 (nominal mix) using 40 mm ISS HBG graded metal including cost & conveyance of all materials to site and cost of cement at site, including cost of form work , labour charges for mixing, transporting, laying and curing concrete, soft water,hire charges for T&P, etc., complete for PARAPET OVER RETURNS. |
| 203 | G Road |
| 204 | L Road |
| 205 | N Road |
| 206 | Providing and fixing of G.I. DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangments at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanished Iron pipes and flats and fixing them in position etc., complete. |
| 207 | G Road |
| 208 | L Road |
| 209 | N Road |
| 210 | Supply and fixing of High Quality of PVC pipes of 150mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths. |
| 211 | G Road |
| 212 | N Road |
| 213 | Dismantling theR.R Maonry in the existing 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. |
| 214 | L Road |
| 215 | Dismantling thePCCParapetin the existing 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. |
| 216 | G Road |
| 217 | N Road |
| 218 | Supply and Laying and fixing 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 |
| 219 | G Road |
| 220 | L Road |
| 221 | N Road |
| 222 | Filling with earth work at Site including cost and conveyance of all materials to site and labour charges etc., complete for over pipes & in between pipes as per specification. |
| 223 | G Road |
| 224 | L Road |
| 225 | N Road |
| 226 | Refilling with Site earth available including cost and conveyance of all materials to site and labour charges etc., complete for over pipes & in between pipes as per specification. |
| 227 | G Road |
| 228 | L Road |
| 229 | N Road |
| 230 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 231 | Basic cost of value put to tender as per estimate |
| 232 | Add GST at 12% |
| 233 | Total Value put to Tender |
| 234 | Negotiated Percentage |
| 235 | Final Negotiated Value |
| 236 | Add GST at 12% of Final Negotiated Value |
| 237 | Total Value of Contract Including 12% of GST |
| 238 | Basic cost of value put to tender as per Estimate |
| 239 | Quoted Rate in Figures (Total Value of Contract Including 12% of GST ) |
AI Tender Summary
Tender Timeline
Jan 06, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 03, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 04, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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