| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1707738509000 | 0 | None | None | Roads | Estimate of Box Culvert 3 Vent (5X3.5) | 10977355.08 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2557393 | 78591 | None | Vol No.3, Page No:10, Item No:2.8 ii(A) | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead MORTH Specification 202. | Cum | 754.95 | 754.95 | 162.52 | False | None | None | False | None | False | 122694.474 | 0 | | 2557394 | 78591 | None | Vol No.1, Page No:8, Item No:1.14.1 | Mechanical Means: -In all kinds of soils Depth upto 3m Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work
| Cum | 107.1 | 107.1 | 1234.26 | False | None | None | False | None | False | 132189.246 | 0 | | 2557395 | 78591 | None | Vol No.1, Page No:16, Item No:2.4.1 | 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) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates.
| Cum | 7396.62 | 7396.62 | 136.02 | False | None | None | False | None | False | 1006088.2524 | 0 | | 2557396 | 78591 | None | Page No:112, Item No:Appendix-I | Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert
| Cum | 1344.84 | 1344.84 | 136.02 | False | None | None | False | None | False | 182925.1368 | 0 | | 2557397 | 78591 | None | Vol No.1, Page No:15, Item No:2.2.3 | 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 complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
| Cum | 7318.08 | 7318.08 | 177.51 | False | None | None | False | None | False | 1299032.3808 | 0 | | 2557398 | 78591 | None | Vol No.1, Page No:112, Item No:Appendix-I | Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert
| Cum | 1330.56 | 1330.56 | 177.51 | False | None | None | False | None | False | 236187.7056 | 0 | | 2557399 | 78591 | None | Vol No.1, Page No:17, Item No:2.5.2 | 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 complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 7903.67 | 7903.67 | 258.76 | False | None | None | False | None | False | 2045153.6492 | 0 | | 2557400 | 78591 | None | Vol No.1, Page No:112, Item No:Appendix-I | Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert | Cum | 1437.03 | 1437.03 | 258.76 | False | None | None | False | None | False | 371845.8828 | 0 | | 2557401 | 78591 | None | Vol No.1, Page No:18, Item No:2.11c | 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. c) Sub structure of Bridges
| Tonne | 90754.65 | 90754.65 | 37.36 | False | None | None | False | None | False | 3390593.724 | 0 | | 2557402 | 78591 | None | Vol No.3, Page No:121, Item No:13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700
| Cum | 7151.55 | 7151.55 | 10.5 | False | None | None | False | None | False | 75091.275 | 0 | | 2557403 | 78591 | None | Vol No.3, Page No:122, Item No:13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). MORTH Specification No. 1500,1600 1700 & 2704.
| Cum | 12426.75 | 12426.75 | 21.0 | False | None | None | False | None | False | 260961.75 | 0 | | 2557404 | 78591 | None | Vol No.3, Page No:121, Item No:13.2 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702
| Cum | 14669.55 | 14669.55 | 17.93 | False | None | None | False | None | False | 263025.0315 | 0 | | 2557405 | 78591 | None | Vol No.3, Page No:117, Item No:12.3 A | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular materialc Reference to MORTH Specification No. 710.1.4 of IRC:78 & 2200
| Cum | 1226.4 | 1226.4 | 328.4 | False | None | None | False | None | False | 402749.76 | 0 | | 2557406 | 78591 | None | Vol No.3, Page No:117, Item No:12.4 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Reference to MORTH Spection 710.1.4 of IRC:78 and 2200
| Cum | 2810.85 | 2810.85 | 171.6 | False | None | None | False | None | False | 482341.86 | 0 | | 2557407 | 78591 | None | Vol No.3, Page No:117, Item No:12.2 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment/wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical Specifications MORTH Specification No. 2706 and 2200
| Mtr | 250.95 | 250.95 | 42.4 | False | None | None | False | None | False | 10640.28 | 0 | | 2557408 | 78591 | None | Vol No.3, Page No:121, Item No:13.5 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. MORTH Specification No.2703,1500,1600and 1700.
| Mtr | 2377.2 | 2377.2 | 47.8 | False | None | None | False | None | False | 113630.16 | 0 | | 2557409 | 78591 | None | Vol No.3, Page No:129, Item No:14.1 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. A. Boulder Laid Dry Without Wire Crates. MORTH Specification No. 2503 | Cum | 2007.6 | 2007.6 | 89.63 | False | None | None | False | None | False | 179941.188 | 0 | | 2557410 | 78591 | None | Vol No.3, Page No:129, Item No:14.3 | Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000. MORTH Specification No.2503.
| Cum | 6686.4 | 6686.4 | 50.19 | False | None | None | False | None | False | 335590.416 | 0 | | 2557411 | 78591 | None | Vol No.3, Page No:123, Item No:13.15 (iii) | Filler Joint (iii) Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. MORTH Specification No. 2605 | m | 242.55 | 242.55 | 20.0 | False | None | None | False | None | False | 4851.0 | 0 | | 2557412 | 78591 | None | Vol No.3, Page No:121, Item No:13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specificationMORTH Specification No. 2705
| No | 3434.55 | 3434.55 | 18.0 | False | None | None | False | None | False | 61821.9 | 0 |
| | 1707738509000 | 0 | None | None | Roads | Approach Road | 3629852.96 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2557413 | 78592 | None | Vol No.3, Page No:9, Item No:2.5A | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. MORTH Specification No:201 (i). By Mechanical Means A. In area of light jungle.
| Sqm | 412.7 | 412.7 | 9.6 | False | None | None | False | None | False | 3961.92 | 0 | | 2557414 | 78592 | None | Vol No.3, Page No:17, Item No:3.5 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead MORTH Specification No. 305.4.3 (i) By Mechanical Means Using Hydraulic excavator
| Sqm | 6.3 | 6.3 | 600.0 | False | None | None | False | None | False | 3780.0 | 0 | | 2557415 | 78592 | None | Vol No.3, Page No:17, Item No:3.7 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
| Cum | 110.25 | 110.25 | 90.0 | False | None | None | False | None | False | 9922.5 | 0 | | 2557416 | 78592 | None | Vol No.1, Page No:7, Item No:1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. If the height of embankment construction is more than 1.50 m add 5% per for every 1.50 m height or part there off. Deduct 5% per if rollers are not used and tamping is done manually. Add 8% per for works under foul & sullage situation | Cum | 497.7 | 497.7 | 560.0 | False | None | None | False | None | False | 278712.0 | 0 | | 2557417 | 78592 | None | Vol No.3, Page No:17, Item No:3.6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 MORTH Specification No. 305 | Cum | 517.65 | 517.65 | 614.48 | False | None | None | False | None | False | 318085.572 | 0 | | 2557418 | 78592 | None | Vol No.3, Page No:23, Item No:4.2 (v) | Granular Sub-Base B: By Mix in Place Method 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, complete as per clause 401 MORTH Specification No. 401-B (V)For Grading-V Material
| Cum | 2476.95 | 2476.95 | 208.96 | False | None | None | False | None | False | 517583.472 | 0 | | 2557419 | 78592 | None | Vol No.1, Page No:15, Item No:2.1.2 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in
layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 132.0 | False | None | None | False | None | False | 785030.4 | 0 | | 2557420 | 78592 | None | Vol No.3, Page No:148, Item No:16.27 | 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 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, 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 and 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 | 6692.7 | 6692.7 | 176.0 | False | None | None | False | None | False | 1177915.2 | 0 | | 2557421 | 78592 | None | Vol No.3, Page No:64, Item No:8.5 A(viii) | 801-A Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. MORTH Specification No. 801
| Each | 4825.95 | 4825.95 | 2.0 | False | None | None | False | None | False | 9651.9 | 0 | | 2557422 | 78592 | None | Vol No.3, Page No:67, Item No:8.15 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. MORTH Specification No. 803
| Sqm | 556.5 | 556.5 | 24.0 | False | None | None | False | None | False | 13356.0 | 0 | | 2557423 | 78592 | None | Vol No.3, Page No:69, Item No:8.25 i | Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
| m | 3822.0 | 3822.0 | 100.0 | False | None | None | False | None | False | 382200.0 | 0 | | 2557424 | 78592 | None | Vol No.3, Page No:129, Item No:14.5 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORTH Specification No. 2504
| Cum | 3187.8 | 3187.8 | 18.0 | False | None | None | False | None | False | 57380.4 | 0 | | 2557425 | 78592 | None | Vol No.3, Page No:129, Item No:14.4 (A) | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. A.Stone/Boulder MORTH Specification No. 2504
| Cum | 2007.6 | 2007.6 | 36.0 | False | None | None | False | None | False | 72273.6 | 0 |
| | 1707738509000 | 0 | None | None | Roads | Estimate for Diversion Works | 459414.9 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2557426 | 78593 | None | Vol No.3, Page No:9, Item No:2.5A | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. MORTH Specification No:201 (i). By Mechanical Means A. In area of light jungle.
| ha | 412.7 | 412.7 | 0.09 | False | None | None | False | None | False | 37.143 | 0 | | 2557427 | 78593 | None | Vol No.1, Page No:7, Item No:1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. If the height of embankment construction is more than 1.50 m add 5% per cum for every 1.50 m height or part there off. Deduct 5% per cum if rollers are not used and tamping is done manually. Add 8% per cum for works under foul & sullage situation | Cum | 497.7 | 497.7 | 290.62 | False | None | None | False | None | False | 144641.574 | 0 | | 2557428 | 78593 | None | Vol No.3, Page No:17, Item No:3.6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 MORTH Specification No. 305
| Cum | 517.65 | 517.65 | 123.75 | False | None | None | False | None | False | 64059.1875 | 0 | | 2557429 | 78593 | None | Vol No.3, Page No:135, Item No:16.15(B) | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.
1000mm. dia | Rmtr | 8355.9 | 8355.9 | 30.0 | False | None | None | False | None | False | 250677.0 | 0 |
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