| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1723553015000 | 0 | None | None | Construction of new tanks | Dam & Embankment | 12753486.54 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3771374 | 142067 | None | One | Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with 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) | Sqm | 9.4 | 9.4 | 11000.0 | False | None | None | False | None | False | 103400.0 | 0 | | 3771375 | 142067 | None | Two | Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with 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) | Nos | 25.5 | 25.5 | 20.0 | False | None | None | False | None | False | 510.0 | 0 | | 3771376 | 142067 | None | Three | 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 including cost of labour, tools, usage of machinery & other appurtenaces required to 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 soil | Cum | 102.0 | 102.0 | 4255.93 | False | None | None | False | None | False | 434104.86 | 0 | | 3771377 | 142067 | None | Four | 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 including cost of labour, tools, usage of machinery & other appurtenaces required to 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 | Cum | 363.0 | 363.0 | 2127.96 | False | None | None | False | None | False | 772449.48 | 0 | | 3771378 | 142067 | None | Five | Providing cut-off trench filling using selected approved impervious 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 to density control of not less than 95 percent 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) | Cum | 517.0 | 517.0 | 818.97 | False | None | None | False | None | False | 423407.49 | 0 | | 3771379 | 142067 | None | Six | Providing hearting embankment using selected approved impervious 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 to density control of not less than 95 percent using power roller and all other ancillary operations 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 | 506.0 | 506.0 | 3426.18 | False | None | None | False | None | False | 1733647.08 | 0 | | 3771380 | 142067 | None | Seven | Providing casing embankment using semi-pervious soil from approved borrow areas in layers of 250 to 300 mm before compaction including cost of all materials, machinery, labour, all other operations such as excavation, sortingout, transportation, spreading soil to specified thickness, breaking clods, sectioning, 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 | 7214.94 | False | None | None | False | None | False | 4538197.26 | 0 | | 3771381 | 142067 | None | Eight | Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc. complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.4 to 4.4.5 & 4.5 of detailed Specification)
| Cum | 1245.0 | 1245.0 | 355.78 | False | None | None | False | None | False | 442946.1 | 0 | | 3771382 | 142067 | None | Nine | Providing and constructing vertical /inclined graded filter media using clean, hard graded sand and coarse aggregates from approved source satisfying specified filter criteria in layers of specified thickness including cost of all materials, machinery, labour, laying to required slopes, compacting and all other ancillary operations etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.4 to 4.4.5 & 4.5 of detailed Specification) Sand | Cum | 2092.0 | 2092.0 | 241.94 | False | None | None | False | None | False | 506138.48 | 0 | | 3771383 | 142067 | None | Ten | Providing and constructing vertical /inclined graded filter media using clean, hard graded sand and coarse aggregates from approved source satisfying specified filter criteria in layers of specified thickness
including cost of all materials, machinery, labour, laying to requiredslopes, compacting and all other ancillary operations etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.4 to 4.4.5 & 4.5 of detailed Specification) Metal | Cum | 1966.0 | 1966.0 | 181.45 | False | None | None | False | None | False | 356730.7 | 0 | | 3771384 | 142067 | None | Eleven | Providing and constructing longitudinal / cross graded filter drains using sand, 80mm to 20 mm and 20 mm down clean, hard graded aggregates from approved source satisfying specified filter criteria in layers of specified thickness including cost of all materials, machinery, labour, laying to required slopes, compaction and all other ancillary operations etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.4 to 4.4.5 & 4.5 of detailed Specification) | Cum | 1985.0 | 1985.0 | 159.6 | False | None | None | False | None | False | 316806.0 | 0 | | 3771385 | 142067 | None | Twelve | Providing and constructing graded filter media below and behind 2.47. rock-toe consisting of 200 mm thick sand, 250 mm thick 20 to 4.75 mm and 400 mm thick 80 to 20 mm clean, hard, graded coarse aggregates from approved source satisfying specified filter creteria including cost of all materials, machinery, labour, laying to required thickness and lope, compacting etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.4 to 4.4.5 & 4.5 of detailed Specification)
| Cum | 1850.0 | 1850.0 | 292.22 | False | None | None | False | None | False | 540607.0 | 0 | | 3771386 | 142067 | None | Thirteen | 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 | 2080.57 | False | None | None | False | None | False | 1529218.95 | 0 | | 3771387 | 142067 | None | Forteen | Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing
surface, spreading sand including tamping, watering for 15 days & all necessary works as directed and etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications) | Sqm | 153.0 | 153.0 | 2081.58 | False | None | None | False | None | False | 318481.74 | 0 | | 3771388 | 142067 | None | Fifteen | 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 complete the work as per technical specifications 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) (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 6630.0 | 6630.0 | 109.78 | False | None | None | False | None | False | 727841.4 | 0 | | 3771389 | 142067 | None | Sixteen | 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)
| Nos | 9000.0 | 9000.0 | 1.0 | False | None | None | False | None | False | 9000.0 | 0 |
| | 1723553015000 | 0 | None | None | Construction of new tanks | Waste Weir | 1844706.64 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3771390 | 142068 | None | One | 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 including cost of labour, tools, usage of machinery & other appurtenaces required to 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 soil | Cum | 102.0 | 102.0 | 146.4 | False | None | None | False | None | False | 14932.8 | 0 | | 3771391 | 142068 | None | Two | 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 complete the work as per technical specifications 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) (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 6630.0 | 6630.0 | 31.8 | False | None | None | False | None | False | 210834.0 | 0 | | 3771392 | 142068 | None | Three | 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) the work as per technical specifications 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) (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 6336.0 | 6336.0 | 174.19 | False | None | None | False | None | False | 1103667.84 | 0 | | 3771393 | 142068 | None | Four | Providing, fabricating and placing in position reinforcement steel for RCC structures including cleaning, straightening, cutting, bending, lapping / welding joints wherever required, tying with 1.25 mm dia. Soft annealed steel wire, including cost of all materials, machinery, labour 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 | 88.84 | 88.84 | 5800.0 | False | None | None | False | None | False | 515272.0 | 0 |
| | 1723553015000 | 0 | None | None | Construction of new tanks | Approach & Tail Channel | 991650.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3771394 | 142069 | None | One | 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 including cost of labour, tools, usage of machinery & other appurtenaces required to 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 soil | Cum | 102.0 | 102.0 | 3850.0 | False | None | None | False | None | False | 392700.0 | 0 | | 3771395 | 142069 | None | Two | 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 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 | 1650.0 | False | None | None | False | None | False | 598950.0 | 0 |
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