Tender For Upgradation Of Road Frommrl - 10 Puliyakudi To Maruvathur Vilathur Ponmangalam Road Km. 0/0 - 1/960, 2/100 -5/200 In Valangaiman Block Under Pmgsy- Iii (2023 - 2024), Package No.Tn 21-405 Including 5 Years Maintenance In Tiruvarur District.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
19 Jul 2024
0 days left
EMD
8.30 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
valangaiman → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Upgradation of road fromMRL - 10 Puliyakudi to Maruvathur Vilathur Ponmangalam Road Km. 0/0 - 1/960, 2/100 -5/200 in Valangaiman Block under PMGSY- III (2023 - 2024), Package No.TN 21-405 including 5 Years Maintenance in Tiruvarur District.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 19-Jun-2024 | Date Corrigendum | Date | 26-Jun-2024 |
| 2 | 26-Jun-2024 | Date Corrigendum_2 | Date | 08-Jul-2024 |
| 3 | 08-Jul-2024 | Date Corrigendum_3 | Date | 12-Jul-2024 |
| 4 | 11-Jul-2024 | Date Corrigendum_4 | Date | 16-Jul-2024 |
| 5 | 16-Jul-2024 | Date Corrigendum_5 | Date | 19-Jul-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | MRL - 10 Puliyakudi to Maruvathur Vilathur Ponmangalam Road Km. 0/0 - 1/960, 2/100 -5/200 |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. |
| 3 | Km. 0/0-5/200 |
| 4 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 5 | Km. 0/0-5/200 |
| 6 | Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 7 | Km. 0/0-5/200 |
| 8 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth) |
| 9 | Km. 0/0-5/200 |
| 10 | Construction embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 (Carted Earth ) |
| 11 | Km. 0/0-5/200 |
| 12 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder) |
| 13 | km 0/0-1/0 |
| 14 | Km 1/0-2/0 |
| 15 | Km 2/0-3/0 |
| 16 | Km 2/0-4/0 |
| 17 | Km 5/0-6/0 |
| 18 | Km. 0/0-5/200 |
| 19 | Construction of subgrade for 300mm depth by using picked material obtainedfrom the existing surfaceby mechanical means and then adding 50% of defict materials by using fly ash obtained from industries with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.( subgrade using fly ash to improve CBR 7 to 9)) |
| 20 | km 0/0-1/0 |
| 21 | Km 1/0-2/0 |
| 22 | Km 2/0-3/0 |
| 23 | Km 3/0-4/0 |
| 24 | Km 4/0-5/0 |
| 25 | Km. 0/0-5/200 |
| 26 | Construction of granular sub-baseby providingwell gradedmaterial, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with threewheel 80-100 kN static roller capacity to achieve thedesired density, complete as per Technical Specification Clause 402 Grading III |
| 27 | km 0/0-1/0 |
| 28 | Km 1/0-2/0 |
| 29 | Km 2/0-3/0 |
| 30 | Km 3/0-4/0 |
| 31 | Km 4/0-5/0 |
| 32 | Km. 0/0-5/200 |
| 33 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Grading II)(control section) |
| 34 | Km. 0/0-0/100 |
| 35 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Grading III)(control section) |
| 36 | Km. 0/0-0100 |
| 37 | Construction of Sub base & Base by way of usingblended material comprising of 60% Available soil of CBR> 5; 40% GSB Material, Grade B; 3% Cement by weight of soil;1kg of Terrasil or Equivalent per cum& 1kgof Zycobond or Equivalentper cum ; Mechanically blended using a Rotavator at Optimum Moisture Content; laid in Two layers of Equivalent Depth each and duly compacted with Static RollerIncludingMaintaining theCamber as per specifications. Complete job , finished work to be measured. (ref : MORD sl.no4.11-(i) page no.4-20) {Zydex} |
| 38 | km 0/0-1/0 |
| 39 | Km 1/0-2/0 |
| 40 | Km 2/0-3/0 |
| 41 | Km 3/0-4/0 |
| 42 | Km 4/0-5/0 |
| 43 | Km. 0/0-5/200 |
| 44 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 (control section) |
| 45 | Km. 0/0-0/100 |
| 46 | PProviding and applying primer coat with cationic bitumen emulsion(water based) modified with Nanotechnology based Penetrative Reactive Water-solubleOrganosilane material (forming water clear solution) qualifying as per the test, on prepared surface of granular base including cleaning of road surface and prime coat-mix made using 100 partCationic Bitumen Emulsion (Grade CSS-1) and 200 parts of Nanotechnology Solution (1 kg Terraprime :200 liter water (=1000ppm TDS) and spraying at the rate of 1.35 Kg/sqm using mechanical means as per Technical Specification. {Zydex} |
| 47 | Km. 0/0-5/200 |
| 48 | Providing and applying tack coat with Bitumen emulsion (RS-1)in mixing ratio of 0.014 part nano technolagy . Based penetative reactive - soluble orgosilane material. 1 part water : 1 Part oationicbitumen emustion and sfraying using emustion distribution at the rate of 0.275 kg m2. (zydex) |
| 49 | Km. 0/0-5/200 |
| 50 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.(contral section) |
| 51 | Km. 0/0-0/100 |
| 52 | Mix Seal Surfacing 25mm thick(Using Waste Plastic) Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 |
| 53 | Km0/0-1/0 |
| 54 | Km 1/0-2/0 |
| 55 | Km 2/0-3/0 |
| 56 | Km 3/0-4/0 |
| 57 | Km 4/0-5/0 |
| 58 | Km. 0/0-5/200 |
| 59 | Waterproofing of theshoulder surface by spraying 1kg of Terrasil or Equivalentand 1kg of Zycobond or Equivalentin the ratio of 1:1:200 with Potable Water and spraying on the surface@ 3ltrs/sqm and compacting with a static roller. Complete job, finished work to be measured |
| 60 | Km0/0-1/0 |
| 61 | Km 1/0-2/0 |
| 62 | Km 2/0-3/0 |
| 63 | Km 3/0-4/0 |
| 64 | Km 4/0-5/0 |
| 65 | Km. 0/0-5/200 |
| 66 | Provision of Rumble Strips with premix Bituminous carpet Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint.Rumble Strips = 3 X 3.75 X 0.25 = 2.81 |
| 67 | Km0/0-1/0 |
| 68 | Km 1/0-2/0 |
| 69 | Km 2/0-3/0 |
| 70 | Km 3/0-4/0 |
| 71 | Km. 0/0-5/200 |
| 72 | Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:-Providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level uniform and free from streaks and holes etc complete as per MORTH&H specification No.803 |
| 73 | Km0/0-1/0 |
| 74 | Km 1/0-2/0 |
| 75 | Km 2/0-3/0 |
| 76 | Km 3/0-4/0 |
| 77 | Km 4/0-5/0 |
| 78 | Km. 0/0-5/200 |
| 79 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeding vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levels as per drawings and Technical Specification Clause 801 |
| 80 | logo board |
| 81 | sign board |
| 82 | Circular board |
| 83 | Octagonal board |
| 84 | Citizen board |
| 85 | Name board |
| 86 | Maintanance board |
| 87 | Guard Stone |
| 88 | Provision for kilometre stones |
| 89 | Provision for Hectametre stones |
| 90 | Construction of 1.50 m RCC Slab culvert@ Ch.1/610 |
| 91 | 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. |
| 92 | Culvert @ Ch.1/610 |
| 93 | 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. |
| 94 | Culvert @ Ch.1/610 |
| 95 | Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 96 | Culvert @ Ch.1/610 |
| 97 | Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 98 | Culvert @ Ch.1/610 Below sill |
| 99 | Culvert @ Ch.1/610 Above sill |
| 100 | Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 101 | Culvert @ Ch.1/610 |
| 102 | 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. |
| 103 | Culvert @ Ch.1/610 |
| 104 | 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. |
| 105 | Culvert @ Ch.1/610 |
| 106 | Providing and fixing6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab |
| 107 | Culvert @ Ch.1/610 |
| 108 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab |
| 109 | Culvert @ Ch.1/610 |
| 110 | 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 and technical specification Clauses 614, 709, 1204.3.7 |
| 111 | Culvert @ Ch.Ch.1/610 |
| 112 | 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. |
| 113 | Culvert @ Ch.Ch.1/610 |
| 114 | Construction of Pipe culvert@ Ch.1/550 |
| 115 | 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. |
| 116 | Ch.1/550 |
| 117 | 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. |
| 118 | Ch.1/550 |
| 119 | Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 120 | Ch.1/550 |
| 121 | Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Below Sill) |
| 122 | Ch.1/550 |
| 123 | Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Above Sill) |
| 124 | Ch.1/550 |
| 125 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry |
| 126 | Ch.1/550 |
| 127 | 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. |
| 128 | Ch.1/550 |
| 129 | Construction of Pipe culvert@ Ch.3/175 , 3/650 |
| 130 | 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. |
| 131 | Ch.3/175 , 3/650 |
| 132 | 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. |
| 133 | Ch.3/175 , 3/650 |
| 134 | Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 135 | Ch.3/175 , 3/650 |
| 136 | Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Below Sill) |
| 137 | Ch.3/175 , 3/650 |
| 138 | Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Above Sill) |
| 139 | Ch.3/175 , 3/650 |
| 140 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry |
| 141 | Ch.1/550 |
| 142 | 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. |
| 143 | Ch.3/175 , 3/650 |
| 144 | Construction of Pipe culvert@ Ch.4/505 |
| 145 | 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. |
| 146 | Ch.4/505 |
| 147 | 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. |
| 148 | Ch.4/505 |
| 149 | Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 150 | Ch.4/505 |
| 151 | Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Below Sill) |
| 152 | Ch.4/505 |
| 153 | Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Above Sill) |
| 154 | Ch.4/505 |
| 155 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry |
| 156 | Ch.4/505 |
| 157 | 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. |
| 158 | Ch.4/505 |
| 159 | Dismantling Existing CD works @Km.,0/610, 1/550, 3/175, 3/650, 4/505 |
| 160 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. |
| 161 | Foundation Concrete @ Ch.,,0/610, 1/550, 3/175, 3/650, 4/505 |
| 162 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. |
| 163 | Body wall,Parapet wall Concrete @ Km ,,Ch.,,0/610, 1/550, 3/175, 3/650, 4/505 |
| 164 | Protective Work@km 0/390-0/410,0/790-0/800,,,,,,,1/265-1/275,1/800-1/820,1/875-1/895,,,,,,,3/235-2/250,3/705-3/725,,,,,,,,4/105-4/125,,,,,,,,,,,,,,,,,MRL-10 Puliyakudi |
| 165 | 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. |
| 166 | Km0/0-1/0 |
| 167 | Km 1/0-2/0 |
| 168 | Km 3/0-4/0 |
| 169 | Km 4/0-5/0 |
| 170 | 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. |
| 171 | Km0/0-1/0 |
| 172 | Km 1/0-2/0 |
| 173 | Km 3/0-4/0 |
| 174 | Km 4/0-5/0 |
| 175 | Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 176 | Km0/0-1/0 |
| 177 | Km 1/0-2/0 |
| 178 | Km 3/0-4/0 |
| 179 | Km 4/0-5/0 |
| 180 | Cement concrete 1 : 2.: 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 181 | Km0/0-1/0 |
| 182 | Km 1/0-2/0 |
| 183 | Km 3/0-4/0 |
| 184 | Km 4/0-5/0 |
| 185 | Cement concrete 1 : 2.: 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 186 | Km0/0-1/0 |
| 187 | Km 1/0-2/0 |
| 188 | Km 3/0-4/0 |
| 189 | Km 4/0-5/0 |
| 190 | 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 and technical specification Clauses 614, 709, 1204.3.7 |
| 191 | Km0/0-1/0 |
| 192 | Km 1/0-2/0 |
| 193 | Km 3/0-4/0 |
| 194 | Km 4/0-5/0 |
| 195 | Towards the charges for routline maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost |
| 196 | For the First Year from the date of completion of work |
| 197 | For the Second Year from the date of cpmpletion of work |
| 198 | For the Third Year from the date of completion of work |
| 199 | For the Fourth Year from the date of completion of work |
| 200 | For the Fifth Year from the date of completion of work |
| 201 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \"BB\" for all works in this package}(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) |
AI Tender Summary
Tender Timeline
Jul 16, 2024
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 26, 2024
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 08, 2024
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 12, 2024
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 16, 2024
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 19, 2024
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
CompletedJul 19, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 19, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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