CONSTRUCTION OF BARRAGE CUM BRIDGE ACROSS GHATAPRABHA RIVER NEAR SUTAGATTI-MALATTI VILLAGE IN BELAGAVI TALUK DISTRICT BELAGAVI (4702/2025-26)

Amount

Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with all other ancillary operations complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge.(Ref : Para 1.1 & tech Spn 1.4.1 of detailed Specification)

Filling clayey soil between two rows of sand bags placed for forming ring bund including cost of all materials, labour,tamping, plugging leakage points and all other ancillary operations etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)

Providing and fixing 25 mm dia 3 m long cold twisted defomed steel dowel bars with one end driven into 38 mm dia 1.50 m deep hole drilled in bed rock and other end provided with L - bend for embedding in concrete / masonry of over flow / non-over flow blocks and other appurtenant works including cost of all materials, machinery, labour, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod and all other ancillary operations etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)

Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates.

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 etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.

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 etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.

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 etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.

Providing and forming expansion joint for spillway bridge consisting of 75 x 75 x 6 mm angles 2 numbers provided with 250 mm long 12 mm dia. anchors fixed to both flanges at 150 mm c / c and 140 x 6 mm plate welded on top of one of the angle including cost of all materials, labour, machinery, providing and fixing 38 mm thick joint filler board matching the thickness of wearing coat, painting and all other ancillary operations etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)

Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) (300mm thick)

Providing and fixing M.S. Channel frame to suite the suitable size of gates. The side channels with suitable height with hold fasts 12mm dia and 0.5m long M.S. Bar at 0.50 m c/c with suitable size bottom channel including cost of all materials including two coats of anti corrosive paint over a coat of primer & all necessary works as directed and with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Relevant IS & Para 4.1 & 4.2 of detailed Specification)

Providing ,Supplying and fixing M.S. gates of Suitable size with required number of M.S. plate , stiffners, and horizontal bracing of ISMC 75*40 including rubber guard of ISA 20*4 of approved quality to bottom & two sides and to be fixed to the grove of M.S. gate of size 25 mm with machine screw nuts and bolts of size 6mm dia & 35mm long and fixed with 16mm dia MS bar handles with required numbers suitably welded to horizontal bracing including two coats of anticorrosive bituminous paint over a coat of primer & all necessary works as directed and with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Relevant IS & Para 4.1 & 4.2 of detailed Specification)

Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications).

Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)

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, etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) For Grading -I Material.

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, etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)

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 etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification)

Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)

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 etc., complete with all leads & lifts, as per detailed Specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification)

Providing and laying in position 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 etc., complete with all leads & lifts, as per detailed Specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) Formwrok Centering

Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)

Providing and laying in position 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 toetc., complete with all leads & lifts, as per detailed Specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates

Providing and laying in position 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 toetc., complete with all leads & lifts, as per detailed Specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates (Form Work Column)

Providing and laying in position 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 toetc., complete with all leads & lifts, as per detailed Specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates (Form Work Beam and Lintel)

Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)\

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)

Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)

Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)

Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete including cost of materials, labour, usage charges of machinery etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)

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 with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.8 to 4.8.1 to Sec II C 3.1 to 3.4 of detailed Specification)

Description of item (with brief specification and reference to Book of Specification)

Amount

Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with all other ancillary operations complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge.(Ref : Para 1.1 & tech Spn 1.4.1 of detailed Specification)

Providing and fixing 25 mm dia 3 m long cold twisted defomed steel dowel bars with one end driven into 38 mm dia 1.50 m deep hole drilled in bed rock and other end provided with L - bend for embedding in concrete / masonry of over flow / non-over flow blocks and other appurtenant works including cost of all materials, machinery, labour, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod and all other ancillary operations etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)

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 with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.8 to 4.8.1 to Sec II C 3.1 to 3.4 of detailed Specification)

Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates.

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 etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.

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 etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.

Description of item (with brief specification and reference to Book of Specification)

Amount

Providing & fixing Weasel ACSR Conductor with 1.5% Sag etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)

Description of item (with brief specification and reference to Book of Specification)

Amount

Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with all other ancillary operations complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge.(Ref : Para 1.1 & tech Spn 1.4.1 of detailed Specification)

Providing and fixing 25 mm dia 3 m long cold twisted defomed steel dowel bars with one end driven into 38 mm dia 1.50 m deep hole drilled in bed rock and other end provided with L - bend for embedding in concrete / masonry of over flow / non-over flow blocks and other appurtenant works including cost of all materials, machinery, labour, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod and all other ancillary operations etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)

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 with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.8 to 4.8.1 to Sec II C 3.1 to 3.4 of detailed Specification)

Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates.

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 etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.

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 etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.

Observations

Nomenclature of the work should be same as in Government order appproving the work.

All circulars and GOs relevenat to the scope of work issued time to time needs to be incorporated in the BID DOCUMENTs.

Tender processes shall be strictly in terms of provisions of KTPP Act.

Bid document shall be as per KW-4.

Stipulated period of completion is 9 months

Any circluar instruction issued from Government regarding KW-4 shall be incorporated in the DTS.

Wherever 1st cover and 2nd cover system in mentioned in doument, it is to be replaced by 1st electronic dounment and 2nd electronic document and procedures will be followed as per KPP Portal.

Minimum financial turn over should not be less than two times the estimated annual payments under this contract in the clause 3.2(a) of ITT (Instructions to Tenderers)

In the clause 3.2(b) of ITT (Instruction to tenderers) similar type of work are to included in the pre qualification conditions of similar nature work

Qualification criteria in respect of minimum quntities, it is suggesed to cinsider 80% of estimated quantities wherever the period stiputated for completion is less than 12 months to enchanse the competition in tender participation.

LOC required shall be assessed as cost of probable progress in consecutive three months period during peak construction peirod as per the clause 3.3. (b) of ITT

The PQ conditions in the DTS shall be ascertained once again for its correctness accordingly as per the sanctioned estimate of the work

Schedule-B components to be reverified as per the sanctioned estimate

Number of milestones shall be restricted to maximum 4 Nos

In section 5 of conditions of Contract, Clause 37.1 regarding payments is to be corrected as "The employer shall as far as possible, pay the contractor within 60 days submission of bill" per the G.O. No. FD.678 EXP-12/2023, Bangalore, Dated:06-06-2025

In section 5 of conditions of Contract, under special conditions of contract, during the execution of works, if any minor minerals are required, contractors have to abide by the prevailing rules and Acts applicable to Minor Minerals. As per the prevailing rules, for any use of Minor Minerals, the contractor has to be submit the Mineral Dispatch Permit (MDP) obtained from Mines and Geology Department is to be included

Physical chart details are to be incorporated in section-6 of contract data

Under Section 6 of Contract data the milstones taken for each period to be worked out as cumulative period and to be mentioned in lakhs.

As per F.D Circular No:FD-CAM/16/20-22(P-2) dated:22.08.2022, updated format for LOC to be incorporated in the bid document

Mines and Geology Department circular dated 03.07.2020 regarding rates of royalty is to be enclosed.

During the execution of works if any minor minerals are required contractors have to abide by the prevailing reles and Acts applicable to Minor Minerals. As per the prevailing rules, for any use of Minor Minerals the contractor has to submit the Mineral Dispatch Permit (MDP) obtained from Mines and Geology Department.

Under Section 6 of Contract data the liquidated damages for the various milestones taken has to be worked as cumulative liquidated damages

Circluar instructions issued in FD circular No. DE 417 ªÉZÀÑ-12/2024 ¨ÉAUÀ¼ÀÆgÀÄ ¢£ÁAPÀ:09.08.2024 should be followed and accordingly estimates & DTS needs to be updated before inviting the tender

If the tenders are invited after 01 April 2025 in the ITT Clause 3.2, the last five years may be appropriately modified from 2020-21 to 2024-25

In Section-1 of IFT, the Executive Engineer, "On behalf of Governer of Karnataka" is to be added

In Section 2 of ITT, clause 20.1, the term "in the presence of tenders or their representatives who choose to attend" is to be deleted

In section 5 of conditions of contract, under additional instruction of tenderes sl No.5 & 18 to be deleted

The following details to be included in the bid document in the special conditions