| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1707910731000 | 0 | None | None | Other Works | Tondikatti CD | 4234119.25 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2590628 | 80567 | None | One | Earth work excavation for Foundation by mechanical means for all works & depth 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 including Cost of labour, tools, usage of machinery & other appurtenances required to complete the work etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification) In all kinds of soils | Cum | 102.0 | 102.0 | 143.22 | False | None | None | False | None | False | 14608.44 | 0 | | 2590629 | 80567 | None | Two | Earth work excavation for Foundation by mechanical means for all works & depth 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 including Cost of labour, tools, usage of machinery & other appurtenances required to complete the work etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification) In ordinary/soft rock without blasting | Cum | 363.0 | 363.0 | 334.18 | False | None | None | False | None | False | 121307.34 | 0 | | 2590630 | 80567 | None | Three | Providing casing embankment using approved semi-pervious soil 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 to density control of not less than 95 percent using power roller etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref :Para 3.2 to 4.3.1 & Para 2.4.1 to 2.4.2 of detailed Specification)
| Cum | 629.0 | 629.0 | 36.0 | False | None | None | False | None | False | 22644.0 | 0 | | 2590631 | 80567 | None | Four | Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.3 to 4.3.1 and Sec II C3.4 (i) of detailed Specification) | Sqm | 735.0 | 735.0 | 80.0 | False | None | None | False | None | False | 58800.0 | 0 | | 2590632 | 80567 | None | Five | Providing and laying in-situ vibrated M-20 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations completeetc., 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)
| Cum | 6254.0 | 6254.0 | 185.4 | False | None | None | False | None | False | 1159491.6 | 0 | | 2590633 | 80567 | None | Six | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and 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) | Cum | 7233.2 | 7233.2 | 294.78 | False | None | None | False | None | False | 2132202.696 | 0 | | 2590634 | 80567 | None | Seven | 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 etc., complete 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) | Kg | 86.43 | 86.43 | 5599.02 | False | None | None | False | None | False | 483923.2986 | 0 | | 2590635 | 80567 | None | Eight | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | Rmtr | 337.0 | 337.0 | 30.0 | False | None | None | False | None | False | 10110.0 | 0 | | 2590636 | 80567 | None | Nine | Providing, Supplying and fixing M.S. gates of size with 6mm thick M.S. plate with and stiffeners (2 Nos) horizontal bracing 6 Nos. of ISMC 75*40 including providing rubber guard of ISA 20*4 for providing rubber of approved Quality for bottom & two sides fixed to grove of M.S. gate of size 25 mm . 25mm with machine screw nuts and bolts of size 6mm dia & 35mm long and providing 16mm dia MS bar handles (4 Nos) suitably welded to horizontal bracing including two coats of anticorrosive bituminous paint over a cost of primer complete 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) | Kg | 173.0 | 173.0 | 759.11 | False | None | None | False | None | False | 131326.03 | 0 | | 2590637 | 80567 | None | Ten | 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 etc., complete 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) | Kg | 84.0 | 84.0 | 449.96 | False | None | None | False | None | False | 37796.64 | 0 | | 2590638 | 80567 | None | Eleven | Providing rubble stone/boulder filling between or behind abutment below apron including cost of all materials, labour, hand packing, finishing top surface & all necessary works as directed and with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para Tech Spn 2.5 to 2.9 of detailed Specification) | Cum | 1278.0 | 1278.0 | 41.4 | False | None | None | False | None | False | 52909.2 | 0 | | 2590639 | 80567 | None | Twelve | Providing and fixing board displaying information, such as name of work, Tender cost, Name of contractor , work completion and liability period etc , having rectangular shape of 1.20m x 0.90m size made out 18 gauge ( 1.25mm ) thick mild steel sheet painted with one coat of Zinc chromate staving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc With approved colour shade paint complete, on M.S angle of size 35 x 35 x 3 mm frame with properly cross braced M.S angle of size 35mmx35mmx3mm duly painted including two M.S . angle iron posts of size 65 mm x 65 mm x 6 mm. 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation labour Spec . No As directed by engineer in charge & MORTH specification 804 etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | No | 9000.0 | 9000.0 | 1.0 | False | None | None | False | None | False | 9000.0 | 0 |
| | 1707910731000 | 0 | None | None | Other Works | Kallur (Hosakoti) CD | 4235772.77 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2590640 | 80568 | None | One | Earth work excavation for Foundation by mechanical means for all works & depth 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 including Cost of labour, tools, usage of machinery & other appurtenances required to complete the work etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification) In all kinds of soils | Cum | 102.0 | 102.0 | 295.5 | False | None | None | False | None | False | 30141.0 | 0 | | 2590641 | 80568 | None | Two | Earth work excavation for Foundation by mechanical means for all works & depth 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 including Cost of labour, tools, usage of machinery & other appurtenances required to complete the work etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification) In ordinary/soft rock without blasting | Cum | 363.0 | 363.0 | 689.5 | False | None | None | False | None | False | 250288.5 | 0 | | 2590642 | 80568 | None | Three | Providing casing embankment using approved semi-pervious soil 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 to density control of not less than 95 percent using power roller etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref :Para 3.2 to 4.3.1 & Para 2.4.1 to 2.4.2 of detailed Specification)
| Cum | 629.0 | 629.0 | 54.0 | False | None | None | False | None | False | 33966.0 | 0 | | 2590643 | 80568 | None | Four | Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.3 to 4.3.1 and Sec II C3.4 (i) of detailed Specification) | Sqm | 735.0 | 735.0 | 120.0 | False | None | None | False | None | False | 88200.0 | 0 | | 2590644 | 80568 | None | Five | Providing and laying in-situ vibrated M-20 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations 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)
| Cum | 6254.0 | 6254.0 | 199.4 | False | None | None | False | None | False | 1247047.6 | 0 | | 2590645 | 80568 | None | Six | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and 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) | Cum | 7233.2 | 7233.2 | 268.78 | False | None | None | False | None | False | 1944139.496 | 0 | | 2590646 | 80568 | None | Seven | 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 etc., complete 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) | Kg | 86.43 | 86.43 | 5250.0 | False | None | None | False | None | False | 453757.5 | 0 | | 2590647 | 80568 | None | Eight | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | Rmtr | 337.0 | 337.0 | 30.0 | False | None | None | False | None | False | 10110.0 | 0 | | 2590648 | 80568 | None | Nine | Providing, Supplying and fixing M.S. gates of size with 6mm thick M.S. plate with and stiffeners (2 Nos) horizontal bracing 6 Nos. of ISMC 75*40 including providing rubber guard of ISA 20*4 for providing rubber of approved Quality for bottom & two sides fixed to grove of M.S. gate of size 25 mm . 25mm with machine screw nuts and bolts of size 6mm dia & 35mm long and providing 16mm dia MS bar handles (4 Nos) suitably welded to horizontal bracing including two coats of anticorrosive bituminous paint over a cost of primer complete 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) | Kg | 173.0 | 173.0 | 759.11 | False | None | None | False | None | False | 131326.03 | 0 | | 2590649 | 80568 | None | Ten | 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 etc., complete 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) | Kg | 84.0 | 84.0 | 449.96 | False | None | None | False | None | False | 37796.64 | 0 | | 2590650 | 80568 | None | Eleven | Providing and fixing board displaying information, such as name of work, Tender cost, Name of contractor , work completion and liability period etc , having rectangular shape of 1.20m x 0.90m size made out 18 gauge ( 1.25mm ) thick mild steel sheet painted with one coat of Zinc chromate staving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc With approved colour shade paint complete, on M.S angle of size 35 x 35 x 3 mm frame with properly cross braced M.S angle of size 35mmx35mmx3mm duly painted including two M.S . angle iron posts of size 65 mm x 65 mm x 6 mm. 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation labour Spec . No As directed by engineer in charge & MORTH specification 804 etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | No | 9000.0 | 9000.0 | 1.0 | False | None | None | False | None | False | 9000.0 | 0 |
| | 1707910731000 | 0 | None | None | Other Works | Murkatnal CD | 4236883.37 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2590651 | 80569 | None | One | Earth work excavation for Foundation by mechanical means for all works & depth 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 including Cost of labour, tools, usage of machinery & other appurtenances required to complete the work etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification) In all kinds of soils | Cum | 102.0 | 102.0 | 276.9 | False | None | None | False | None | False | 28243.8 | 0 | | 2590652 | 80569 | None | Two | Earth work excavation for Foundation by mechanical means for all works & depthas 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 including Cost of labour, tools, usage of machinery & other appurtenances required to complete the work etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification) In ordinary/soft rock without blasting | Cum | 363.0 | 363.0 | 646.1 | False | None | None | False | None | False | 234534.3 | 0 | | 2590653 | 80569 | None | Three | Providing casing embankment using approved semi-pervious soil 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 to density control of not less than 95 percent using power roller etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref :Para 3.2 to 4.3.1 & Para 2.4.1 to 2.4.2 of detailed Specification)
| Cum | 629.0 | 629.0 | 54.0 | False | None | None | False | None | False | 33966.0 | 0 | | 2590654 | 80569 | None | Four | Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.3 to 4.3.1 and Sec II C3.4 (i) of detailed Specification) | Sqm | 735.0 | 735.0 | 120.0 | False | None | None | False | None | False | 88200.0 | 0 | | 2590655 | 80569 | None | Five | Providing and laying in-situ vibrated M-20 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete 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)
| Cum | 6254.0 | 6254.0 | 202.4 | False | None | None | False | None | False | 1265809.6 | 0 | | 2590656 | 80569 | None | Six | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and 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) | Cum | 7233.2 | 7233.2 | 268.78 | False | None | None | False | None | False | 1944139.496 | 0 | | 2590657 | 80569 | None | Seven | 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 etc., complete 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) | Kg | 86.43 | 86.43 | 5250.0 | False | None | None | False | None | False | 453757.5 | 0 | | 2590658 | 80569 | None | Eight | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | Rmtr | 337.0 | 337.0 | 30.0 | False | None | None | False | None | False | 10110.0 | 0 | | 2590659 | 80569 | None | Nine | Providing, Supplying and fixing M.S. gates of size with 6mm thick M.S. plate with and stiffeners (2 Nos) horizontal bracing 6 Nos. of ISMC 75*40 including providing rubber guard of ISA 20*4 for providing rubber of approved Quality for bottom & two sides fixed to grove of M.S. gate of size 25 mm . 25mm with machine screw nuts and bolts of size 6mm dia & 35mm long and providing 16mm dia MS bar handles (4 Nos) suitably welded to horizontal bracing including two coats of anticorrosive bituminous paint over a cost of primer complete 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) | Kg | 173.0 | 173.0 | 759.11 | False | None | None | False | None | False | 131326.03 | 0 | | 2590660 | 80569 | None | Ten | 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 etc., complete 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) | Kg | 84.0 | 84.0 | 449.96 | False | None | None | False | None | False | 37796.64 | 0 | | 2590661 | 80569 | None | Eleven | Providing and fixing board displaying information, such as name of work, Tender cost, Name of contractor , work completion and liability period etc , having rectangular shape of 1.20m x 0.90m size made out 18 gauge ( 1.25mm ) thick mild steel sheet painted with one coat of Zinc chromate staving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc With approved colour shade paint complete, on M.S angle of size 35 x 35 x 3 mm frame with properly cross braced M.S angle of size 35mmx35mmx3mm duly painted including two M.S . angle iron posts of size 65 mm x 65 mm x 6 mm. 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation labour Spec . No As directed by engineer in charge & MORTH specification 804 etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | No | 9000.0 | 9000.0 | 1.0 | False | None | None | False | None | False | 9000.0 | 0 |
| | 1707910731000 | 0 | None | None | Other Works | Hirekoppa K.S. CD | 4236591.77 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2590662 | 80570 | None | One | Earth work excavation for Foundation by mechanical means for all works & depth 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 including Cost of labour, tools, usage of machinery & other appurtenances required to complete the work etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification) In all kinds of soils | Cum | 102.0 | 102.0 | 204.9 | False | None | None | False | None | False | 20899.8 | 0 | | 2590663 | 80570 | None | Two | Earth work excavation for Foundation by mechanical means for all works & depth 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 including Cost of labour, tools, usage of machinery & other appurtenances required to complete the work etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 3.1 to 3.1.11 and 1.1 to 1.17.1 of detailed Specification) In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 363.0 | 363.0 | 478.1 | False | None | None | False | None | False | 173550.3 | 0 | | 2590664 | 80570 | None | Three | Providing casing embankment using approved semi-pervious soil 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 to density control of not less than 95 percent using power roller etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref :Para 3.2 to 4.3.1 & Para 2.4.1 to 2.4.2 of detailed Specification)
| Cum | 629.0 | 629.0 | 54.0 | False | None | None | False | None | False | 33966.0 | 0 | | 2590665 | 80570 | None | Four | Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.3 to 4.3.1 and Sec II C3.4 (i) of detailed Specification) | Sqm | 735.0 | 735.0 | 120.0 | False | None | None | False | None | False | 88200.0 | 0 | | 2590666 | 80570 | None | Five | Providing and laying in-situ vibrated M-20 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete 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)
| Cum | 6254.0 | 6254.0 | 199.4 | False | None | None | False | None | False | 1247047.6 | 0 | | 2590667 | 80570 | None | Six | Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and 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) | Cum | 7233.2 | 7233.2 | 280.78 | False | None | None | False | None | False | 2030937.896 | 0 | | 2590668 | 80570 | None | Seven | 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 etc., complete 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) | Kg | 86.43 | 86.43 | 5250.0 | False | None | None | False | None | False | 453757.5 | 0 | | 2590669 | 80570 | None | Eight | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | Rmtr | 337.0 | 337.0 | 30.0 | False | None | None | False | None | False | 10110.0 | 0 | | 2590670 | 80570 | None | Nine | Providing, Supplying and fixing M.S. gates of size with 6mm thick M.S. plate with and stiffeners (2 Nos) horizontal bracing 6 Nos. of ISMC 75*40 including providing rubber guard of ISA 20*4 for providing rubber of approved Quality for bottom & two sides fixed to grove of M.S. gate of size 25 mm . 25mm with machine screw nuts and bolts of size 6mm dia & 35mm long and providing 16mm dia MS bar handles (4 Nos) suitably welded to horizontal bracing including two coats of anticorrosive bituminous paint over a cost of primer complete 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) | Kg | 173.0 | 173.0 | 759.11 | False | None | None | False | None | False | 131326.03 | 0 | | 2590671 | 80570 | None | Ten | 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 etc., complete 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) | Kg | 84.0 | 84.0 | 449.96 | False | None | None | False | None | False | 37796.64 | 0 | | 2590672 | 80570 | None | Eleven | Providing and fixing board displaying information, such as name of work, Tender cost, Name of contractor , work completion and liability period etc , having rectangular shape of 1.20m x 0.90m size made out 18 gauge ( 1.25mm ) thick mild steel sheet painted with one coat of Zinc chromate staving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc With approved colour shade paint complete, on M.S angle of size 35 x 35 x 3 mm frame with properly cross braced M.S angle of size 35mmx35mmx3mm duly painted including two M.S . angle iron posts of size 65 mm x 65 mm x 6 mm. 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation labour Spec . No As directed by engineer in charge & MORTH specification 804 etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | No | 9000.0 | 9000.0 | 1.0 | False | None | None | False | None | False | 9000.0 | 0 |
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