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NTID 46007077
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Inquiry NowConstruction Of Concrete Rigid in Shimla - Complete Tender Details
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Himachal Pradesh Forest Department
Shimla, Himachal Pradesh, India
NTID 46007077
- Opening Date : Wed 29th July, 2026
- Closing Date : Tue 28th July, 2026
- ₹ 309505.00
- NTID 46007077
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
BOQ Items Total Items : 7 | Total Qty : 434.57
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation and trenches (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth all lead lift and sorting out useful and unuseful material and transportation of unuseful material for disposing at dumping site (To be arranged by contractor). All kind of soils | 49.5 | Cum |
| 2 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub-grade and disposal of surplus earthwith lead upto 50 mtres. | 165 | Sqm |
| 3 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/Vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density (G-1) | 41.25 | Cum |
| 4 | Providing and laying design mix cement concrete of M 30 grade, in roads/taxi tracks/ runways, using Providing and laying design mix cement concrete of M 30 grade, in roads/taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel from work with sturdy M.S channel sections, curing making provision for contraction/ expansion, construction & longitudinal joint (10 mm wide X 50mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all (Item of joint fillers, sealants, dowel bars with sleeve/tie bars to be paid separately,). Note: Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine 50 m road | 33 | Cum |
| 5 | Providing and fixing in position pre-molded joint filler in expansion joints 50 m road | 29.7 | Rmt |
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