tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1723977092000 | 0 | None | None | Buildings | CONSTRUCTION OF STUDY CENTER AT JEWARGI TOWN OF JEWARGI TALUKA, KALABURAGI DIST. | 16690557.06 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3802021 | 144270 | None | Item No.1.14.1, Page No.8 Vol-1 CSR 2023-24 | 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 In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 1501.5 | False | None | None | False | None | False | 160810.65 | 0 | 3802022 | 144270 | None | Item No.1.10, Page No.7 Vol-1 CSR 2023-24 | Refilling available earth around trenches/pipelines, cables in layers not
exceeding 20 cms in depth, compacting each deposited layer by ramming after
watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour
complete as per specifications | Cum | 168.0 | 168.0 | 1098.36 | False | None | None | False | None | False | 184524.48 | 0 | 3802023 | 144270 | None | Item No.1.8, Page No.07 Vol-1 CSR 2023-24 | 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. | Cum | 497.7 | 497.7 | 1297.58 | False | None | None | False | None | False | 645805.566 | 0 | 3802024 | 144270 | None | Item No.2.1.2, Page No.15 Vol-1 CSR 2023-24 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in
layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 39.02 | False | None | None | False | None | False | 232059.744 | 0 | 3802025 | 144270 | None | Item No.2.1.4, Page No.15 Vol-1 CSR 2023-24 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in
layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 86.5 | False | None | None | False | None | False | 564659.025 | 0 | 3802026 | 144270 | None | Item No.2.2.1, Page No.15 Vol-1 CSR 2023-24 | Providing and laying in position 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6601.35 | 6601.35 | 400.1 | False | None | None | False | None | False | 2641200.135 | 0 | 3802027 | 144270 | None | Vol-I S R Sl no 1 (a) page no 111 | Addendum IPercentage Additionalities for Formwork,
Centering & Scaffolding for Foundation upto Plinth Isolated add 3% | Cum | 198.04 | 198.04 | 156.06 | False | None | None | False | None | False | 30906.1224 | 0 | 3802028 | 144270 | None | Vol-I S R Sl no 9 Page No 111 | Addendum I Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70% | Cum | 4620.94 | 4620.94 | 30.08 | False | None | None | False | None | False | 138997.8752 | 0 | 3802029 | 144270 | None | Vol-I S R Sl no 2 Page No 111 | Addendum I Percentage Additionalities for Formwork,
Centering & Scaffolding for Plinth Beams of Buildings add 50% | Cum | 3300.67 | 3300.67 | 36.66 | False | None | None | False | None | False | 121002.5622 | 0 | 3802030 | 144270 | None | Vol-I S R Sl no 14 Page no 112 | Addendum I Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60% | Cum | 3960.81 | 3960.81 | 39.64 | False | None | None | False | None | False | 157006.5084 | 0 | 3802031 | 144270 | None | Vol-I Sr Sl no 15 Page No 112 | Addendum I Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Roof Slabs add 50% | Cum | 3300.67 | 3300.67 | 137.66 | False | None | None | False | None | False | 454370.2322 | 0 | 3802032 | 144270 | None | Item No.6.2, Page No.13 Vol-II CSR 2023-24 | Providing Brick work with common burnt clay Non Modular bricks
of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1
cement : 6 coarse sand) including cost of all materials, labour, scaffolding
and usage charges of machinery & other incidental charges complete as
per the direction of engineer incharge of work. | Cum | 8376.9 | 8376.9 | 163.84 | False | None | None | False | None | False | 1372471.296 | 0 | 3802033 | 144270 | None | Item No.8.2.1, Page No.41, Volume - 2 - CSR 2023- | Providing 15 mm cement plaster on the rough side of single or half brick
wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 309.75 | 309.75 | 2138.41 | False | None | None | False | None | False | 662372.4975 | 0 | 3802034 | 144270 | None | Item No.8.3.1, Page No.41, Volume - 2 CSR 2023-24 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to
brick/stone masonry including rounding off corners wherever required
smooth rendering, providing and removing scaffolding, including cost of
materials, labour, curing complete as per specifications and as per directions
of Engineer-in-charge. | Sqm | 371.7 | 371.7 | 550.4 | False | None | None | False | None | False | 204583.68 | 0 | 3802035 | 144270 | None | Item No.12.11, Page No.99, Volume - 2 PWD DSR 2023 | Providing Honne wood frames of doors, windows, clerestory windows,
ventilators and other frames, wrought, framed or assembled including
making plaster groves (excluding cost of cement concrete and side clamps),
but including cost of materials, labour, usage charges complete as per
specifications. | Cum | 144977.7 | 144977.7 | 1.35 | False | None | None | False | None | False | 195719.895 | 0 | 3802036 | 144270 | None | Item No.12.15, Page No.100, Volume - 2 PWD DSR 202 | Providing and fixing in position fully panelled Honne wood shutters for
doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm
wide top rail and stiles 100mm wide as per drawing and panels of 25mm
thick including cost of materials, labour, usage charges complete as per
specifications. ( excluding cost of fixtures ) | Sqm | 8545.38 | 8545.38 | 33.7 | False | None | None | False | None | False | 287979.306 | 0 | 3802037 | 144270 | None | Item No.11.34B, Page No.86, Vol2 PWD DSR 2023-24 | Providing and fixing M.S. grills of required pattern in frames of windows
etc. with M.S. flats, square or round bars etc. including priming coat with
approved steel primer all complete. Fixed to openings /wooden frames
with rawl plugs screws etc. | Kg | 192.15 | 192.15 | 2494.8 | False | None | None | False | None | False | 479375.82 | 0 | 3802038 | 144270 | None | Item No.11.35.12,Page No.87, Vol-2 PWD DSR 2023-24 | Providing and fixing aluminium work for doors, windows, ventilators
and partitions with extruded built up standard tubular sections/
appropriate sections and other sections of approved make conforming to
IS: 733 and IS:1285, fixing with dash fasteners of required dia and
size, including necessary filling up the gaps at junctions, i.e. at top,
bottom and sides with required EPDM rubber/ neoprene gasket etc.
Aluminium sections shall be smooth, rust free, straight, mitred and jointed
mechanically wherever required including cleat angle, Aluminium snap
beading for glazing / paneling, C.P. brass / stainless steel screws, all
complete as per architectural drawings and the directions of Engineer-incharge.
(Glazing, paneling and dash fasteners to be paid for separately)
:For Fixed Portion: Powder coated aluminium (minimum thickness of
powder coating 50 micron) including cost of materials, labour, usage
charges of machinery complete as per specifications. | Kg | 513.45 | 513.45 | 950.4 | False | None | None | False | None | False | 487982.88 | 0 | 3802039 | 144270 | None | Item No.9.24 Page No.63, Volume - 2 PWD DSR 2023-2 | Providing and laying Polished Granite stone flooring in required design
and patterns, in linear as well as curvilinear portions of the building all
complete as per the architectural drawings with 18 mm thick stone slab
over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4
coarse sand) laid and jointed with cement slurry and pointing with white
cement slurry admixed with pigment of matching shade including rubbing,
curing and polishing etc. all complete as specified and as directed by the
Engineer-in-Charge.
** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. | Sqm | 2994.6 | 2994.6 | 877.09 | False | None | None | False | None | False | 2626533.714 | 0 | 3802040 | 144270 | None | Item No.8.51 Page No.50, Volume - 2 PWD DSR 2023-2 | Providing and applying white cement based putty of average thickness
1 mm, of approved brand and manufacturer, over the plastered
wall surface to prepare the surface even and smooth complete as per
specifications and as per directions of Engineer in charge | Sqm | 105.0 | 105.0 | 2138.41 | False | None | None | False | None | False | 224533.05 | 0 | 3802041 | 144270 | None | Vol-I I No 2.11 (a) Page no 18 | 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 steel wire and other ancilary operations complete as per drawing and
technical specification Buildings | t | 93929.85 | 93929.85 | 51.29 | False | None | None | False | None | False | 4817662.0065 | 0 |
| 1723977092000 | 0 | None | None | Buildings | ELECTRICAL WORK | 236104.05 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3802042 | 144271 | None | Col-VI I No 1.2.1 Page No 2 of 105 | Supplying heavy gauge PVC conduit pipe .mm dia. mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused way so f junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19/20 mm dia 2 mm thick | m | 69.3 | 69.3 | 800.0 | False | None | None | False | None | False | 55440.0 | 0 | 3802043 | 144271 | None | Vol-VI I No 1.2.2 Page No 2 of 105 | Supplying heavy gauge PVC conduit pipe .mm dia. mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused way so f junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 25 mm dia 2 mm thick | m | 81.9 | 81.9 | 675.0 | False | None | None | False | None | False | 55282.5 | 0 | 3802044 | 144271 | None | Vol-VI I No 1.2.3 Page No 2 of 105 | Supplying heavy gauge PVC conduit pipe .mm dia. mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused way so f junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 32 mm dia 2.5 mm thick | m | 108.15 | 108.15 | 300.0 | False | None | None | False | None | False | 32445.0 | 0 | 3802045 | 144271 | None | Vol-VI I No 1.5.1 Page no 2 of 105 | Supplying and fixing PVC/metal conduit Deep junction box 19/20 mm deep Junction box | Each | 51.45 | 51.45 | 200.0 | False | None | None | False | None | False | 10290.0 | 0 | 3802046 | 144271 | None | Vol-VI I No 1.5.2 Page No 3 of 105 | Supplying and fixing PVC/metal conduit Deep junction box 25 mm deep Junction box | Each | 58.8 | 58.8 | 150.0 | False | None | None | False | None | False | 8820.0 | 0 | 3802047 | 144271 | None | Vol-VI I No 1.5.3 Page No 3 of 105 | Supplying and fixing PVC/metal conduit Deep junction box 32 mm deep Junction box | Each | 64.05 | 64.05 | 75.0 | False | None | None | False | None | False | 4803.75 | 0 | 3802048 | 144271 | None | Vol-VI I No 1.13 Page No 4 of 105 | Supplying And Fixing Metal Fan Box with Round Hook | No | 122.85 | 122.85 | 62.0 | False | None | None | False | None | False | 7616.7 | 0 | 3802049 | 144271 | None | Vol-VI I No 1.3.1 Page No 2 of 105 | Supplying heavy gauge PVC Conduit Pipe. dia. mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18SWG GI fish wire run throughout the conduit wherever necessary. 19/20 mm dia 2 mm thick | m | 71.4 | 71.4 | 350.0 | False | None | None | False | None | False | 24990.0 | 0 | 3802050 | 144271 | None | Vol-VI I No 1.3.2 Page No 2 of 105 | Supplying heavy gauge PVC Conduit Pipe. dia. mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18SWG GI fish wire run throughout the conduit wherever necessary. 25 mm dia 2 mm thick | m | 82.95 | 82.95 | 225.0 | False | None | None | False | None | False | 18663.75 | 0 | 3802051 | 144271 | None | Vol-VI I No 1.3.3 Page No 2 of 105 | Supplying heavy gauge PVC Conduit Pipe. dia. mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18SWG GI fish wire run throughout the conduit wherever necessary. 32 mm dia 2.5 mm thick | m | 103.95 | 103.95 | 120.0 | False | None | None | False | None | False | 12474.0 | 0 | 3802052 | 144271 | None | Vol-VI I No 3.4.2 Page No 8 of 105 | Supplying and flush mounting powder coated/galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 3 Way | Each | 166.95 | 166.95 | 19.0 | False | None | None | False | None | False | 3172.05 | 0 | 3802053 | 144271 | None | Vol-VI I No 3.4.4 Page No 8 of 105 | Supplying and flush mounting powder coated/galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 6 Way | Each | 231.0 | 231.0 | 2.0 | False | None | None | False | None | False | 462.0 | 0 | 3802054 | 144271 | None | Vol-VI I No 3.4.5 Page No 8 of 105 | Supplying and flush mounting powder coated/galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 8 Way | Each | 274.05 | 274.05 | 6.0 | False | None | None | False | None | False | 1644.3 | 0 |
|
|
---|
technicalCriterionList | createdTs | version | createdDate | modifiedDate | description | criterionCategoryText | criterionTypeOthersValue | tenderTechnicalCriterionDocumentList |
---|
None | None | None | None | To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2019-20, 2020-21, 2021-22, 2022-23 &2023-24 a) Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 338.53 lakhs | Past Experience | None | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Audited CA Certificate of Annual Turnover |
| None | None | None | None | To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2019-20, 2020-21, 2021-22, 2022-23 &2023-24 b) Satisfactorily completed, as prime contractor, at least one similar work such as Building Work of value not less than Rs. 84.63Lakhs | Past Experience | None | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Work Done Certificate |
| None | None | None | None | To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e.,2019-20, 2020-21, 2021-22, 2022-23 &2023-24 c) Executed in any one year, the following minimum quantities of work: 1) Earth wrok/Emb/Subgrade 3118.00Cum, 2) PCC/RCC.420.00Cum 3) Flooring 701.67Sqm, 4) Plastering 2151.05 Sqm 5) BBM/SSM 131.07Cum. 6) Steel 41.03Tonne. | Past Experience | None | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Work Done Certificate |
| None | None | None | None | As per the Govt Order No: FD 263 EXP-12/2022 Bangelore Dated: 11.05.2022 as per condition no 3 relaxation of machinery upto Rs. 300.00 Lakhs i.e. KW-3 & KW-4 | Capabilities of Vendor | None | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Others -- Information in Format-8 and scanned copies of the owership Documents & Hire commitment Agreements |
| None | None | None | None | Qualification and experience of the key technical and Management personnel in permanent employment with the Tenderer and those that are proposed to be deployed on this work, if work is awarded. | Capabilities of Vendor | None | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Others -- Biodata of the personnel |
| None | None | None | None | Liquid Assets and /or availability of credit facilities of no less than Rs. 46.16lakhs (Credit Lines/letter of credit/ certificates from the banks for meeting the fund requirement etc | Financial Status | None | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Line of Credit |
| None | None | None | None | Report on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years. | Financial Status | None | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Others -- Scanned Copy of ITC Certificate |
| None | None | None | None | Latest Income Tax Clearance Certificate | Financial Status | None | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Others -- Scanned Copy of ITC Certificate |
| None | None | None | None | Assessed Tender Capacity shall be more than the Tendered Amount | Others | Assessed Tender Capacity | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Others -- Assessement on the Letter Head of the Tenderer |
| None | None | None | None | Constitutional or Legal Status of the Tenderer | Others | Legal Status | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Others -- Attach copy of registration |
| None | None | None | None | Information of the works for which Tender acceptance letters are received. | Others | New Works | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Others -- Information in Format-6 and Letter of Acceptance |
| None | None | None | None | Information on works which are yet to be completed | Others | Pending work | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Others -- Information in Format-5 and Certificates in Format-3 |
| None | None | None | None | Information of the works for which Tenderer has submitted Tender. | Others | Tendered works | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Others -- Information in Format-7 |
| None | None | None | None | The proposed methodology and program of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion. | Others | CPM/PERT | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Others -- CPM/PERT Chart |
| None | None | None | None | Value at 2024-25 price level, of existing commitments and on-going works to be executed during the next 06 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2024-25), (Monthwise commitment shall be furnished). | Others | Committed Works | createdTs | version | createdDate | modifiedDate | documentName |
---|
None | None | None | None | Others -- Statement on the Letter head of the tenderer |
|
|
---|