| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1709283185000 | 1 | None | None | Bridges/Culverts | Estimate of Box Culvert 2 Vent (3X3) at Km Ch 0.00 | 6293193.73 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2871260 | 93664 | None | Vol No.3, Page No:8, Item No:2.8 ii(A) | 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 MORTH
Specification 202. | Cum | 754.95 | 754.95 | 98.52 | False | None | None | False | None | False | 74377.674 | 0 | | 2871261 | 93664 | None | Vol No.1, Page No:8, Item No:1.14.1 | Mechanical Means: -In all kinds of soils Depth upto 3m Earth work excavation for Foundation by mechanical means for
all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or
sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenaces required to complete the work | Cum | 107.1 | 107.1 | 1364.68 | False | None | None | False | None | False | 146157.228 | 0 | | 2871262 | 93664 | None | Vol No.1, Page No:16, Item No:2.4.1 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub
structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt
crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers,
laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts,
cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery,
curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel
reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse
aggregates | Cum | 7396.62 | 7396.62 | 62.6 | False | None | None | False | None | False | 463028.412 | 0 | | 2871263 | 93664 | None | Vol No.1, Page No:115, Item No:Appendix-I | Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert
| Cum | 1344.84 | 1344.84 | 62.622 | False | None | None | False | None | False | 84216.57048 | 0 | | 2871264 | 93664 | None | Vol No.1, Page No:15, Item No:2.2.2 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed
graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in
finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming
to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid
separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 7216.44 | 7216.44 | 84.9 | False | None | None | False | None | False | 612675.756 | 0 | | 2871265 | 93664 | None | Vol No.1, Page No:115, Item No:Appendix-I | Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert | Cum | 1312.08 | 1312.08 | 84.9 | False | None | None | False | None | False | 111395.592 | 0 | | 2871266 | 93664 | None | Vol No.1, Page No:17, Item No:2.5.2 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water
works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded
coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well
compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the
requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to
complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid
separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 7903.67 | 7903.67 | 103.56 | False | None | None | False | None | False | 818504.0652 | 0 | | 2871267 | 93664 | None | Vol No.1, Page No:115, Item No:Appendix-I | Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert | Cum | 1437.03 | 1437.03 | 103.58 | False | None | None | False | None | False | 148847.5674 | 0 | | 2871268 | 93664 | None | Vol No.1, Page No:17, Item No:2.5.2 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water
works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded
coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well
compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the
requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to
complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid
separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7903.67 | 7903.67 | 46.5 | False | None | None | False | None | False | 367520.655 | 0 | | 2871269 | 93664 | None | Vol No.1, Page No:115, Item No:Appendix-I | Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert
| Cum | 1437.03 | 1437.03 | 46.5 | False | None | None | False | None | False | 66821.895 | 0 | | 2871270 | 93664 | None | Vol No.1, Page No:18, Item No:2.11C | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery,
labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed | Tonne | 90754.65 | 90754.65 | 16.93 | False | None | None | False | None | False | 1536476.2245 | 0 | | 2871271 | 93664 | None | Vol I Page No:18, Item No:2.11 D | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery,
labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed | Cum | 90990.9 | 90990.9 | 3.488 | False | None | None | False | None | False | 317376.2592 | 0 | | 2871272 | 93664 | None | Vol No.3, Page No:121, Item No:13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH
Specification No. 2700
| Cum | 7151.55 | 7151.55 | 10.5 | False | None | None | False | None | False | 75091.275 | 0 | | 2871273 | 93664 | None | Vol No.3, Page No:122, Item No:13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per
drawing and Technical specification (Batching Plant). MORTH Specification No. 1500,1600 1700 & 2704. | Cum | 12426.75 | 12426.75 | 21.0 | False | None | None | False | None | False | 260961.75 | 0 | | 2871274 | 93664 | None | Vol No.3, Page No:121, Item No:13.2 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and
Technical Specifications. (Batching Plant) MORTH Specification No. 2702 | Cum | 14669.55 | 14669.55 | 12.23 | False | None | None | False | None | False | 179408.5965 | 0 | | 2871275 | 93664 | None | Vol No.3, Page No:117, Item No:12.3 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical
Specification A. Granular materialc Reference to MORTH Specification No. 710.1.4 of IRC:78 & 2200 | Cum | 1226.4 | 1226.4 | 254.16 | False | None | None | False | None | False | 311701.824 | 0 | | 2871276 | 93664 | None | Vol No.3, Page No:117, Item No:12.4 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid
down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the
soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to
the full height compacted to a firm condition complete as per drawing and Technical Specification. Reference to
MORTH Spection 710.1.4 of IRC:78 and 2200
| Cum | 2810.85 | 2810.85 | 105.84 | False | None | None | False | None | False | 297500.364 | 0 | | 2871277 | 93664 | None | Vol No.3, Page No:117, Item No:12.2 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment/wing wall/ return wall with PVC Pipe
110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V:20H towards
drawing foce. Complete as per drawing and Technical Specifications MORTH Specification No. 2706 and 2200 | Mtr | 250.95 | 250.95 | 40.2 | False | None | None | False | None | False | 10088.19 | 0 | | 2871278 | 93664 | None | Vol No.3, Page No:121, Item No:13.5 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance
of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm,
leaving adequate space between vertical post for expansion, complete as per approved drawings and technical
specifications. MORTH Specification No.2703,1500,1600and 1700 | Mtr | 2377.2 | 2377.2 | 32.6 | False | None | None | False | None | False | 77496.72 | 0 | | 2871279 | 93664 | None | Vol No.3, Page No:129, Item No:14.1 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than
40kg each complete as per drawing and Technical specification. A. Boulder Laid Dry Without Wire Crates. MORTH
Specification No. 2503 | Cum | 2007.6 | 2007.6 | 48.9 | False | None | None | False | None | False | 98171.64 | 0 | | 2871280 | 93664 | None | Vol No.3, Page No:129, Item No:14.3 | Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal
mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000. MORTH
Specification No.2503 | Cum | 6686.4 | 6686.4 | 29.34 | False | None | None | False | None | False | 196178.976 | 0 | | 2871281 | 93664 | None | Vol No.3, Page No:123, Item No:13.15 (iii) | Filler Joint (iii) Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of
simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant
complete as per drawing and technical specifications. MORTH Specification No. 2605 | m | 242.55 | 242.55 | 20.0 | False | None | None | False | None | False | 4851.0 | 0 | | 2871282 | 93664 | None | Vol No.3, Page No:103, Item No:13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specificationMORTH Specification No.
2705 | No | 3434.55 | 3434.55 | 10.0 | False | None | None | False | None | False | 34345.5 | 0 |
| | 1709283185000 | 0 | None | None | Bridges/Culverts | APPROACH ROAD | 1199980.83 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2871283 | 93665 | None | Vol No.3, Page No:9, Item No:2.4 i, A | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees
girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and
stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil
not exceeding 150 mm in thickness. MORTH Specification No:201 (i). By Mechanical Means A. In area of
light jungle. | Sqm | 1178.1 | 1178.1 | 4.8 | False | None | None | False | None | False | 5654.88 | 0 | | 2871284 | 93665 | None | Vol No.3, Page No:17, Item No:3.5 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by
Mechanical Means using Hydraulic excavator with in all lifts and lead MORTH Specification No. 305.4.3 (i)
By Mechanical Means Using Hydraulic excavator | Sqm | 6.3 | 6.3 | 440.0 | False | None | None | False | None | False | 2772.0 | 0 | | 2871285 | 93665 | None | Vol No.3, Page No : , Item No: | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first
layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by
rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
| Cum | 110.25 | 110.25 | 66.0 | False | None | None | False | None | False | 7276.5 | 0 | | 2871286 | 93665 | None | Vol No.1, Page No:7, Item No:1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or
borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to
required slope and compacting to meet the requirement complete as per specifications, including cost of
labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. If the height of
embankment construction is more than 1.50 m add 5 per m for every 1.50 m height or part there off.
Deduct 5 per m if rollers are not used and tamping is done manually. Add 8 per m for works under foul
& sullage situation | Cum | 497.7 | 497.7 | 378.0 | False | None | None | False | None | False | 188130.6 | 0 | | 2871287 | 93665 | None | Vol No.3, Page No:17, Item No:3.6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all
lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of
table No. 300-2 MORTH Specification No. 305 | Cum | 517.65 | 517.65 | 250.8 | False | None | None | False | None | False | 129826.62 | 0 | | 2871288 | 93665 | None | Vol No.3, Page No:23, Item No:4.2 (v) | Granular Sub-Base B: By Mix in Place Method Construction of Granular Sub-Base of required grading as per
design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method
with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as
per clause 401 MORTH Specification No. 401-B (V)For Grading-V Material | Cum | 2476.95 | 2476.95 | 104.4 | False | None | None | False | None | False | 258593.58 | 0 | | 2871289 | 93665 | None | Vol No.3, Page No:26, Item No:4.17 | Wet Mix Macadam (Plant mix method) 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/grader
in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired
density. MORTH Specification No. 406 | Cum | 2686.95 | 2686.95 | 99.0 | False | None | None | False | None | False | 266008.05 | 0 | | 2871290 | 93665 | None | Vol No.3, Page No:31, Item No:5.1 | Prime Coat Over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen
Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the
rate of 0.70 kg per m2 using mechanical means. MORTH Specification No. 502
| Sqm | 43.05 | 43.05 | 440.0 | False | None | None | False | None | False | 18942.0 | 0 | | 2871291 | 93665 | None | Vol No.3, Page No:29, Item No:5.3 (i) | Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen
using pressure distributor at the rate of 0.25 kg/m2 on Granular surface MORTH Specification No. 503 | Sqm | 12.6 | 12.6 | 440.0 | False | None | None | False | None | False | 5544.0 | 0 | | 2871292 | 93665 | None | Vol No.3, Page No:33, Item No:5.8(ii)C | Bituminous Macadam Grading - II for traffic 20 MSA C) Providing and laying Bituminous Macadam
with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with
bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared
surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses
501.6 and 501.7 to achieve the desired compaction | Cum | 8044.05 | 8044.05 | 22.0 | False | None | None | False | None | False | 176969.1 | 0 | | 2871293 | 93665 | None | Vol No.3, Page No:43, Item No:5.31 | Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH
capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous
binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface
with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V
revision | Cum | 10659.6 | 10659.6 | 11.0 | False | None | None | False | None | False | 117255.6 | 0 | | 2871294 | 93665 | None | Vol No.3, Page No:64, Item No:8.5 A(viii) | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory
and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm
thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending
on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel
circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation
with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved
drawing.The sign shall be maintained as per section 12 of IRC:67:2012. MORTH Specification No. 801
| Each | 4825.95 | 4825.95 | 2.0 | False | None | None | False | None | False | 9651.9 | 0 | | 2871295 | 93665 | None | Vol No.3, Page No:67, Item No:8.15 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous
Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising
glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per
IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. MORTH
Specification No. 803 | Sqm | 556.5 | 556.5 | 24.0 | False | None | None | False | None | False | 13356.0 | 0 |
| | 1709283185000 | 0 | None | None | Bridges/Culverts | DIVERSION WORK | 229998.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2871296 | 93666 | None | Vol No.3, Page No:9, Item No:2.4 i, A | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up
to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable
material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in
thickness. MORTH Specification No:201 (i). By Mechanical Means A. In area of light jungle | Sqm | 1178.1 | 1178.1 | 6.2 | False | None | None | False | None | False | 7304.22 | 0 | | 2871297 | 93666 | None | Vol-1 Page No 07 Item No 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits
during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and
compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all
materials,usage& all other appurtenaces required to complete the work. If the height of embankment construction is | Cum | 497.7 | 497.7 | 193.75 | False | None | None | False | None | False | 96429.375 | 0 | | 2871298 | 93666 | None | Vol No.3, Page No:17, Item No:3.6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts &
leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-
2 MORTH Specification No. 305 | Cum | 517.65 | 517.65 | 82.5 | False | None | None | False | None | False | 42706.125 | 0 | | 2871299 | 93666 | None | Vol No.3, Page No:146, Item No:16.15b | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying
reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including
fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry
works in head walls and parapets Clause 1101.6. | Rmtr | 8355.9 | 8355.9 | 10.0 | False | None | None | False | None | False | 83559.0 | 0 |
|
|
|---|
| generalCriterionList | | createdTs | version | createdDate | modifiedDate | criterionType | description | tenderEligibilityCriterionDocumentList |
|---|
| 1709283186000 | 0 | None | None | ELIGIBILITY | Tenders from Joint ventures are not acceptable. | None | | 1709283186000 | 0 | None | None | ELIGIBILITY | Bidders shall not be under a declaration of ineligibility for
corrupt and fraudulent practices issued by Government of Karnataka
| None | | 1709283186000 | 0 | None | None | ELIGIBILITY | Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. | None | | 1709283218000 | 0 | None | None | ELIGIBILITY | G.S.T. at the prevailing rates will be given separately. | None | | 1709283231000 | 0 | None | None | ELIGIBILITY | The Tenderer shall furnish, as part of his tender, earnest money deposit in the amount as shown in column 4 of the Table of IFT for this particular work. Tenderer can pay the full EMD amount of Rs. 1,54,464/- through e-payment or the Earnest Money Deposit shall be in two parts. Part(1): Rs. 50,000/- by e-payment, Part-(2): Rs. 1,04,464/- EMD shall be in favour of Executive Engineer, PWD, Bidar Division, Bidar, and may be in the form of Bankers Cheque/Demand Draft/Pay order in favour of Executive Engineer, PWD, Bidar Division, Bidar, payable at Bidar or cash or specified Small Savings Instruments pledged to the Executive Engineer, PWD, Bidar Division | None | | 1709283247000 | 0 | None | None | ELIGIBILITY | Period for completion of this work is 06(Six) months including Monsoon. | None | | 1709283277000 | 0 | None | None | ELIGIBILITY | Part (2) Rs. 1,04,464/- EMD shall be in favour of Executive Engineer, PWD , Bidar Division, Bidar and may be in the form of Bankers Cheque/Demand Draft/Pay order in favour of Executive Engineer, PWD Divn. Bidar, payable at Bidar or cash or specified Small Savings Instruments pledged to the Executive Engineer, PWD.Division, Bidar or Bank Guarantee in the prescribed format obtained form any Nationaled / Scheduled Banks. | None | | 1709283288000 | 0 | None | None | ELIGIBILITY | To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (a) achieved in at least two financial years a minimum financial turn over (in all cases of civil engineering construction works only) Rs. 77.24 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation. | None | | 1709283298000 | 0 | None | None | ELIGIBILITY | Liquid Assets and/or availability of credit facilities of not less than Rs. 23.17 Lakhs Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc. | None | | 1709283308000 | 0 | None | None | ELIGIBILITY | To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (b) satisfactorily completed as prime contractor, at least one similar work such as Construction of Box Culvert such as of value not less than Rs 38.62 Lakhs/- | None | | 1709283320000 | 0 | None | None | ELIGIBILITY | To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (c) executed in any one year, the following minimum quantities of work EWE: 2072.00 cum (2) PCC / RCC: 273.00 Cum (3) GSB: 84.00 Cum (4) WMM / WBM: 79.00 Cum (5) BM/SDBC: 26.00 Cum (6) TMT Steel : 16.34 Tonne | None |
|
|---|