tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1718364802000 | 0 | None | None | Other Works | Package Tennder of 1)Development of road near Cavin Desses house Kadri Kaibattal 7th cross road 2) Construction of retaining wall near collapsed part Between the road joining Ratna Apartment to Kaibattal 3) Repair woark of Compound wall near Paund Guarden Rangaprasad house 4)Construction of Ramp and 2 Nos. R.C.C. Culvert at Entrance to Pound Garden Road at ward nao.33 in MCC limit | 134934.91 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3290563 | 114388 | None | code01 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work | Cum | 72.8 | 72.8 | 21.6 | False | None | None | False | None | False | 1572.48 | 0 | 3290564 | 114388 | None | code02 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 | Cum | 2630.88 | 2630.88 | 7.2 | False | None | None | False | None | False | 18942.336 | 0 | 3290565 | 114388 | None | code03 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. Dry Lean Cement Concrete Sub- base | Cum | 4508.0 | 4508.0 | 7.2 | False | None | None | False | None | False | 32457.6 | 0 | 3290566 | 114388 | None | code04 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work | Cum | 7293.44 | 7293.44 | 10.8 | False | None | None | False | None | False | 78769.152 | 0 | 3290567 | 114388 | None | code05 | Disposal off the excess excavated earth of all types by vehicle including loading, unloading with all lead and lifts, labour, HOM of machineries etc. for Distance of 4 to 5 km (P No. 63 Sl No. 4.5 | Cum | 147.84 | 147.84 | 21.6 | False | None | None | False | None | False | 3193.344 | 0 |
| 1718364802000 | 0 | None | None | Other Works | Package Tennder of 1)Development of road near Cavin Desses house Kadri Kaibattal 7th cross road 2) Construction of retaining wall near collapsed part Between the road joining Ratna Apartment to Kaibattal 3) Repair woark of Compound wall near Paund Guarden Rangaprasad house 4)Construction of Ramp and 2 Nos. R.C.C. Culvert at Entrance to Pound Garden Road at ward nao.33 in MCC limit | 421657.6 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3290568 | 114389 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kind of soils Depth upto 1.5m | Cum | 208.32 | 208.32 | 59.73 | False | None | None | False | None | False | 12442.9536 | 0 | 3290569 | 114389 | None | code02 | 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 complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6007.68 | 6007.68 | 3.51 | False | None | None | False | None | False | 21086.9568 | 0 | 3290570 | 114389 | None | code03 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)) | Cum | 6072.64 | 6072.64 | 39.31 | False | None | None | False | None | False | 238715.4784 | 0 | 3290571 | 114389 | None | code04 | 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 complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Nos | 6637.12 | 6637.12 | 1.19 | False | None | None | False | None | False | 7898.1728 | 0 | 3290572 | 114389 | None | code05 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge | Sqm | 224.0 | 224.0 | 34.4 | False | None | None | False | None | False | 7705.6 | 0 | 3290573 | 114389 | None | code06 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m | Cum | 228.48 | 228.48 | 59.73 | False | None | None | False | None | False | 13647.1104 | 0 | 3290574 | 114389 | None | code07 | Providing and laying heavy duty cobble stones 75mm thick interlock
pavers, using cement and course sand for manufacture of blocks of
approved size, shape and colour with a minimum compressive strengthof 281 kg per m2 over 50mm thick sand bed ( average thickness ) andcompacting with plate vibrator having 3 tons compaction force therebyforcing part of sand underneath to come up in between joints, finalcompaction of paver surface joints into its final level, including cost ofmaterials, labour and Usage charges of machinery completeas perspecifications. | Sqm | 1217.44 | 1217.44 | 98.7 | False | None | None | False | None | False | 120161.328 | 0 |
| 1718364802000 | 0 | None | None | Other Works | Package Tennder of 1)Development of road near Cavin Desses house Kadri Kaibattal 7th cross road 2) Construction of retaining wall near collapsed part Between the road joining Ratna Apartment to Kaibattal 3) Repair woark of Compound wall near Paund Guarden Rangaprasad house 4)Construction of Ramp and 2 Nos. R.C.C. Culvert at Entrance to Pound Garden Road at ward nao.33 in MCC limit | 387923.86 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3290575 | 114390 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kind of soils Depth upto 1.5m | Cum | 208.32 | 208.32 | 25.2 | False | None | None | False | None | False | 5249.664 | 0 | 3290576 | 114390 | None | code02 | Providing and laying in position plain cement concrete mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregatesfor 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 complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) | Cum | 5736.64 | 5736.64 | 3.6 | False | None | None | False | None | False | 20651.904 | 0 | 3290577 | 114390 | None | code03 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand). | Cum | 5952.8 | 5952.8 | 19.44 | False | None | None | False | None | False | 115722.432 | 0 | 3290578 | 114390 | None | code04 | Providing and laying in position plain cement concrete mix 1:3:6( M10) Using 20 mm nominal size graded crushed coarse aggregatesfor 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 complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) | Cum | 6296.64 | 6296.64 | 2.88 | False | None | None | False | None | False | 18134.3232 | 0 | 3290579 | 114390 | None | code05 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc I.S 3620/1979 having compressive Strength not less then 3.5 N/mm2 for Saturated Dry Samples FOR Basement in c.m 1:6 | Cum | 6304.48 | 6304.48 | 2.94 | False | None | None | False | None | False | 18535.1712 | 0 | 3290580 | 114390 | None | code06 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc I.S 3620/1979 having compressive Strength not less then 3.5 N/mm2 for Saturated Dry Samples FOR Super Structure in c.m 1:6 | Cum | 6586.72 | 6586.72 | 15.58 | False | None | None | False | None | False | 102621.0976 | 0 | 3290581 | 114390 | None | code07 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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 | 330.4 | 330.4 | 152.46 | False | None | None | False | None | False | 50372.784 | 0 | 3290582 | 114390 | None | code08 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at thejunctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge | Sqm | 4099.2 | 4099.2 | 9.0 | False | None | None | False | None | False | 36892.8 | 0 | 3290583 | 114390 | None | code09 | Painting with synthetic enamel paint of approved brand and
manufacture to give an even shade :Two coats on new work 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 complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 100.8 | 100.8 | 18.0 | False | None | None | False | None | False | 1814.4 | 0 | 3290584 | 114390 | None | code10 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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 complete as per specifications and as per directions of Engineer-in-charge | Sqm | 117.6 | 117.6 | 152.46 | False | None | None | False | None | False | 17929.296 | 0 |
| 1718364802000 | 0 | None | None | Other Works | Package Tennder of 1)Development of road near Cavin Desses house Kadri Kaibattal 7th cross road 2) Construction of retaining wall near collapsed part Between the road joining Ratna Apartment to Kaibattal 3) Repair woark of Compound wall near Paund Guarden Rangaprasad house 4)Construction of Ramp and 2 Nos. R.C.C. Culvert at Entrance to Pound Garden Road at ward nao.33 in MCC limit | 294925.5 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3290585 | 114391 | None | code01 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, ncluding T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead -brick/ Tile work in cement mortar | Cum | 558.88 | 558.88 | 25.8 | False | None | None | False | None | False | 14419.104 | 0 | 3290586 | 114391 | None | code02 | Earth work excavation by manual means in all kinds of soil Depth Upto 1.5m for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, cluding setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other apurtenaces quired to complete the work. | Cum | 208.32 | 208.32 | 6.86 | False | None | None | False | None | False | 1429.0752 | 0 | 3290587 | 114391 | None | code03 | Providing and laying in position plain cement concrete mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregatesfor 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 complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) | Cum | 5736.64 | 5736.64 | 0.81 | False | None | None | False | None | False | 4646.6784 | 0 | 3290588 | 114391 | None | code04 | Providing Thermo-Mechanically Treated bars of grade Fe-500D ormore Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications | Kgs | 100.8 | 100.8 | 121.09 | False | None | None | False | None | False | 12205.872 | 0 | 3290589 | 114391 | None | code05 | 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 othe appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid
separately | Cum | 8790.77 | 8790.77 | 2.72 | False | None | None | False | None | False | 23910.8944 | 0 | 3290590 | 114391 | None | code06 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kgs | 120.96 | 120.96 | 402.22 | False | None | None | False | None | False | 48652.5312 | 0 | 3290591 | 114391 | None | code07 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. | Cum | 4438.56 | 4438.56 | 7.37 | False | None | None | False | None | False | 32712.1872 | 0 | 3290592 | 114391 | None | code08 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 7098.56 | 7098.56 | 22.11 | False | None | None | False | None | False | 156949.1616 | 0 |
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