| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1725532707000 | 0 | None | None | Roads | Bijagarni | 1000344.38 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3929415 | 151609 | None | code01 | Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Sqm | 50.0 | 50.0 | 160.0 | False | None | None | False | None | False | 8000.0 | 0 | | 3929416 | 151609 | None | code02 | Construction of Embankment by excavating the available pprovedGravel/Murrum deposited at a place or borrow pits during or riorexcavation 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 mateials,usage& all other appurtenaces required to complete the work. (PWD SR 2021-22, Pg.No , I.No. 1.8) with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Cum | 474.0 | 474.0 | 16.0 | False | None | None | False | None | False | 7584.0 | 0 | | 3929417 | 151609 | None | code03 | Granular Sub-Base A Plant Mix Method 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 (ii) For Grading -II Material with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Cum | 2560.0 | 2560.0 | 16.0 | False | None | None | False | None | False | 40960.0 | 0 | | 3929418 | 151609 | None | code04 | 4.13 404 Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density 4.14 B Mechanical means (ii) Grading-II (53 mm to 22.4 mm) (b) Using Screening Type B (1 with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Cum | 2406.0 | 2406.0 | 12.0 | False | None | None | False | None | False | 28872.0 | 0 | | 3929419 | 151609 | None | code05 | 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 ad 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. with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Cum | 6754.0 | 6754.0 | 24.0 | False | None | None | False | None | False | 162096.0 | 0 | | 3929420 | 151609 | None | code06 | Earth work excavation for pipelines/cables by Manual means upto 600 mm
trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for
reuse in a radius of 50 m. Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming and watering and lift
upto 1.5 m including cost of labour, tools, usage& other appurtenances required
to complete the work. with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Cum | 484.0 | 484.0 | 145.2 | False | None | None | False | None | False | 70276.8 | 0 | | 3929421 | 151609 | None | code07 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushedgraded coarse aggregates and fine aggregates as per relevant ISCodes 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 pertechnical specifications. with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Cum | 5664.0 | 5664.0 | 17.6 | False | None | None | False | None | False | 99686.4 | 0 | | 3929422 | 151609 | None | code08 | 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 technicalspecifications. (The cost of steel reinforcement & formwork to be paid separately). with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Cum | 6323.0 | 6323.0 | 14.4 | False | None | None | False | None | False | 91051.2 | 0 | | 3929423 | 151609 | None | code09 | 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 technicalspecifications. (The cost of steel reinforcement & formwork to be paid separately). with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Cum | 8536.05 | 8536.05 | 28.8 | False | None | None | False | None | False | 245838.24 | 0 | | 3929424 | 151609 | None | code10 | 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. a. Buildings with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Tonne | 89457.0 | 89457.0 | 2.592 | False | None | None | False | None | False | 231872.544 | 0 | | 3929425 | 151609 | None | code11 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Cum | 266.0 | 266.0 | 19.2 | False | None | None | False | None | False | 5107.2 | 0 | | 3929426 | 151609 | None | code12 | 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 stoving 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. angles 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 widthc including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 I.No.MORTH 804 with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Each | 9000.0 | 9000.0 | 1.0 | False | None | None | False | None | False | 9000.0 | 0 |
| | 1725532707000 | 0 | None | None | Roads | Hindalag | 1098052.8 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3929427 | 151610 | None | code01 | Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Sqm | 50.0 | 50.0 | 704.0 | False | None | None | False | None | False | 35200.0 | 0 | | 3929428 | 151610 | None | code02 | Construction of Embankment by excavating the available pprovedGravel/Murrum deposited at a place or borrow pits during or riorexcavation 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 mateials,usage& all other appurtenaces required to complete the work. (PWD SR 2021-22, Pg.No , I.No. 1.8) with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Cum | 474.0 | 474.0 | 70.4 | False | None | None | False | None | False | 33369.6 | 0 | | 3929429 | 151610 | None | code03 | Granular Sub-Base A Plant Mix Method 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 (ii) For Grading -II Material with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Cum | 2560.0 | 2560.0 | 70.4 | False | None | None | False | None | False | 180224.0 | 0 | | 3929430 | 151610 | None | code04 | 4.13 404 Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density 4.14 B Mechanical means (ii) Grading-II (53 mm to 22.4 mm) (b) Using Screening Type B (1 with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Cum | 2406.0 | 2406.0 | 52.8 | False | None | None | False | None | False | 127036.8 | 0 | | 3929431 | 151610 | None | code05 | 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 ad 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. with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Cum | 6754.0 | 6754.0 | 105.6 | False | None | None | False | None | False | 713222.4 | 0 | | 3929432 | 151610 | None | code06 | 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 stoving 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. angles 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 widthc including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 I.No.MORTH 804 with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Each | 9000.0 | 9000.0 | 1.0 | False | None | None | False | None | False | 9000.0 | 0 |
| | 1725532707000 | 0 | None | None | Roads | Pantbalekundri | 1195433.14 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3929433 | 151611 | None | code01 | Earth work excavation for pipelines/cables by Manual means upto 600 mm
trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for
reuse in a radius of 50 m. Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming and watering and lift
upto 1.5 m including cost of labour, tools, usage& other appurtenances required
to complete the work. with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Cum | 484.0 | 484.0 | 183.51 | False | None | None | False | None | False | 88818.84 | 0 | | 3929434 | 151611 | None | code02 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushedgraded coarse aggregates and fine aggregates as per relevant ISCodes 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 pertechnical specifications. with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Cum | 5664.0 | 5664.0 | 22.11 | False | None | None | False | None | False | 125231.04 | 0 | | 3929435 | 151611 | None | code03 | 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 technicalspecifications. (The cost of steel reinforcement & formwork to be paid separately). with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Cum | 6323.0 | 6323.0 | 18.09 | False | None | None | False | None | False | 114383.07 | 0 | | 3929436 | 151611 | None | code04 | 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 technicalspecifications. (The cost of steel reinforcement & formwork to be paid separately). with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Cum | 8536.05 | 8536.05 | 54.27 | False | None | None | False | None | False | 463251.4335 | 0 | | 3929437 | 151611 | None | code05 | 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. a. Buildings with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Tonne | 89457.0 | 89457.0 | 4.341 | False | None | None | False | None | False | 388332.837 | 0 | | 3929438 | 151611 | None | code06 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Cum | 266.0 | 266.0 | 24.12 | False | None | None | False | None | False | 6415.92 | 0 | | 3929439 | 151611 | None | code07 | 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 stoving 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. angles 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 widthc including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 I.No.MORTH 804 with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. . | Each | 9000.0 | 9000.0 | 1.0 | False | None | None | False | None | False | 9000.0 | 0 |
| | 1725532707000 | 0 | None | None | Roads | Bastwad | 938600.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3929440 | 151612 | None | code01 | Dismantling of Cement Concrete Pavement
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3in volume and stock piling at designated locations and disposal of dismantled materials and stacking erviceable and unserviceable materials separately with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 563.0 | 563.0 | 105.0 | False | None | None | False | None | False | 59115.0 | 0 | | 3929441 | 151612 | None | code02 | Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successful completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Sqm | 50.0 | 50.0 | 700.0 | False | None | None | False | None | False | 35000.0 | 0 | | 3929442 | 151612 | None | code03 | Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density 4.14 B Mechanical means (ii) Grading-II (53 mm to 22.4 mm) (b) Using Screening Type B (1 with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 2406.0 | 2406.0 | 52.5 | False | None | None | False | None | False | 126315.0 | 0 | | 3929443 | 151612 | 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 ad 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. with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Cum | 6754.0 | 6754.0 | 105.0 | False | None | None | False | None | False | 709170.0 | 0 | | 3929444 | 151612 | None | code05 | 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 stoving 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. angles 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 widthc including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 I.No.MORTH 804 with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work. | Each | 9000.0 | 9000.0 | 1.0 | False | None | None | False | None | False | 9000.0 | 0 |
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