| 1706945797000 | 0 | None | None | Bridges | Construction of CD at temple w no 8 | 389510.76 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2415708 | 72352 | None | ITEM01 | Construction of Subgrade and Earthen Shoulders 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 (PWD DSR 2023-24 Vol 3 P. No. 17, It No. 3.6 ) | Cum | 507.79 | 507.79 | 77.0 | False | None | None | False | None | False | 39099.83 | 0 | | 2415709 | 72352 | None | ITEM02 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work( PWD.SR. 2021-22 Vol III, P.No - 15 I.No - 3.1 ) | Cum | 32.96 | 32.96 | 77.0 | False | None | None | False | None | False | 2537.92 | 0 | | 2415710 | 72352 | None | ITEM03 | 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. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (PWD DSR 2023-24 Vol 1 P. No.15 It No. 2.1.2 ) | Cum | 5833.9 | 5833.9 | 8.25 | False | None | None | False | None | False | 48129.675 | 0 | | 2415711 | 72352 | None | ITEM04 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD DSR 2023-24 Vol 2 P. No-9, It No. 5.1.1) | Cum | 5779.33 | 5779.33 | 18.25 | False | None | None | False | None | False | 105472.7725 | 0 | | 2415712 | 72352 | None | ITEM05 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular
material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6 750 mm dia (PWD DSR 2023-24 Vol 3 P. No-135, It No. 20.17) | Cum | 3289.82 | 3289.82 | 20.0 | False | None | None | False | None | False | 65796.4 | 0 | | 2415713 | 72352 | None | ITEM06 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonry 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. (PWD DSR 2023-24 Vol 2 P. No-41, It No. 8.3.2) | Cum | 333.0 | 333.0 | 20.0 | False | None | None | False | None | False | 6660.0 | 0 | | 2415714 | 72352 | None | ITEM07 | Toe protection A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes. Providing & Laying flooring complete over Cement Concrete bedding a) Rubble Stone laid in CM 1:3 (PWD DSR 2023-24 Vol 2 P. No-130, It No. 14.7a) | Cum | 5899.0 | 5899.0 | 10.35 | False | None | None | False | None | False | 61054.65 | 0 | | 2415715 | 72352 | None | ITEM08 | 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..( PWD.SR. 2021-22 Vol III, P.No - 136 I.No - 20.29) | Cum | 7042.11 | 7042.11 | 7.35 | False | None | None | False | None | False | 51759.5085 | 0 | | 2415716 | 72352 | None | ITEM09 | Providing and fixing displaying information such as name of work, tender cost, name of Contractor, Name of Engineer in- charge with mobile no, complettion and liability period etc., having rectangular shape of 1.20 m x 0.90m size made out of 1.25mm thick MS sheet painted with 1 coat of zinc chromate stoving primer and two coats of enemal paints on front side and grey stove enemal on back side and border/ messages /symbols etc., with approved colour, shade and paint complete on MS angle of size 35 x 35x 3mm frame with properly cross braced MS angles of 35 x 35 x3 mm duly painted including two MS angle iron post of size 65 x 65 x6 mm , 3.65mtr hight long painted with altrenate black and white bands of 25mm width including all fixtures etc., and fixing the board in PCC 1:4:8 concrete of block size 0.60 x 0.60 x0.75m including excavation, refilling, transportation and labour etc., complete specification No as directed by engineer- incharge & MORTH specification no 804 (PWD DSR 2021-22 Vol 3 P. No.151 It No. 4 ) | Each | 9000.0 | 9000.0 | 1.0 | False | None | None | False | None | False | 9000.0 | 0 |
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