| 1723276614000 | 0 | None | None | Roads | Construction of CC Road near Malabar camp bread Haneef house and from Jog Union office to bazar at ward 07 | 588553.45 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3744080 | 139851 | None | A01 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary /Soft rock & 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 (As per PWD SR 2023-24 , Vol -I , Pg No 08 Itm No -1.13)
| Cum | 405.44 | 405.44 | 63.45 | False | None | None | False | None | False | 25725.168 | 0 | | 3744081 | 139851 | None | A02 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (As per PWD SR 2023-24 , Vol -III , Pg No 17 Itm No -3.1
| Cum | 95.2 | 95.2 | 63.45 | False | None | None | False | None | False | 6040.44 | 0 | | 3744082 | 139851 | None | A03 | 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 tonnes vibratory roller, finishing and curing. (As per PWD SR 2023-24 , Vol -III , Pg No 49 Itm No -6.1)
| Cum | 5510.4 | 5510.4 | 24.97 | False | None | None | False | None | False | 137594.688 | 0 | | 3744083 | 139851 | None | A04 | 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. [ 2023-24 PWD Common SR V-1, P.No 18, I.No.2.11a]
| Tonne | 96550.72 | 96550.72 | 0.92 | False | None | None | False | None | False | 88826.6624 | 0 | | 3744084 | 139851 | None | A05 | Construction of un-reinforced plain cement concrete pavement
using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90
kg/m3
(75:25 proportion) as per approved mix design procedure
and thickness as per design, over a prepared sub base. The
superplastisiser confirming to IS 9103-1999 Reaffirmed-2008
,Coarse aggregates and Fine aggregate confirming to IS:383-2016,
transported to site, laid in approved fixed side form work (steel
channel, laying and fixing of 125 micron thick polythene film,
wedges, steel plates including levelling the form work). Spreading
the concrete with shovels, rackers and compacted using needle,
suitable plate vibrator and finished in a continuous operation
including provision of separation membrane and Hessian cloth
finishing to lines and grades complete including cost of all
materials, labour, all lead & lift, loading charges as per specification
& direction of Engineer - incharge of the work. (Groove cutting
shall be paid seperately) | Cum | 7586.88 | 7586.88 | 34.77 | False | None | None | False | None | False | 263795.8176 | 0 | | 3744085 | 139851 | None | A06 | 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 (As per PWD SR 2023-24 , Vol -III , Pg No 15 Itm No - 3.6)
| Cum | 552.16 | 552.16 | 14.2 | False | None | None | False | None | False | 7840.672 | 0 | | 3744086 | 139851 | None | A07 | Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications. 450 mm dia (As per PWD SR 2021-22 , Vol -III , Roads SR, P.No = 80 Itm No 8.58.b) | Mtr | 1520.96 | 1520.96 | 5.0 | False | None | None | False | None | False | 7604.8 | 0 | | 3744087 | 139851 | None | A08 | Laying Cement Concrete Pipe NP3 (burried conduits)on first class bedding of granular material includingfixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets (As per PWD SR 2021-22 , Vol -III , Roads SR, P.No = 135 Itm No 16.05-C ). 750mm dia
| Mtr | 3735.2 | 3735.2 | 5.0 | False | None | None | False | None | False | 18676.0 | 0 | | 3744088 | 139851 | None | A08 | Crack Groove Cutting: Groove shall be cut using hand held electrically operated concrete cutting machine of size of 50 mm wide and 75 mm deep on each side of the crack to form as "V" groove all along the crack to fill the polyester resin/ Epoxy putty
(horizontal and vertical cracks). After the groove cutting, the concrete shall be removed from the groove using the pneumatic concrete chipping machine to form "V" groove. The item includes the cost of hire charges for all machineries, tools and barges and all labour charges etc., complete (As per PWD SR 2021-22 , Vol -III , Roads SR, P.No = 135 Itm No 16.05-C ). 750mm dia | Mtr | 840.0 | 840.0 | 38.63 | False | None | None | False | None | False | 32449.2 | 0 |
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