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💬 Talk to Our Bidding ExpertConstruction Of 50 Bedded Capa in Una-HP - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of 50 Bedded Capa" in Una-HP, India.
The Himachal Pradesh State Industrial Development Corporation Limited
Una-HP, Himachal Pradesh, India
NTID 42861501
- Opening Date : Fri 28th November, 2025
- Closing Date : Thu 27th November, 2025
- ₹ 47297741.00
- NTID 42861501
Key Values: Document Cost: 8300.00 | EMD: 946000.00 | Estimated Cost: 47297741.00
Tender Description
Construction Of 50 Bedded Capacity Of Working Women Hostel At Vill. Panjuana, Dulehar, Distt. Una (hp).
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
Costs
-
EMD
946000.00 -
Document Cost
8300.00 -
Estimated Cost
47297741.00
BOQ Items Total Items : 82 | Total Qty : 242491.21
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation in hilly/plain area in all heights and depths and in all kind of soil by mannual/ mechanical means including saturated soil comprising of ordinary soil, soft rock, hard rock, chieselling, wedging out of rock (where blasting is prohibitted) and their intermediate classification of soil,setting out true to the required lines, grades, width cutting and trimming of side slopes and level as shown in the drawing and as directed by engineer-in-charge at site according to the MORD technical specification clause 1603.1 and sorting of useful materials and stacking the same in all leads and lifts and transportation of un useful material for filling in Industrial area, road ways, camber, embankments for grade improvements and disposal of all un-useful material to required width of the road or on dumping sites as managed by Contractor himself through all modes of transportation including head load or animal transport or mechanical means along with its levelling, fine dressing , Grading with grader, Rolling, watering, Compaction, and carriage of machineries, materials, tools, equipments and safety measures and incidentals necessary to complete the work by mechanical means and or /labour if required. Any loss to the public, private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him in all cases as per the direction of Engineer- in- charge including carriage of material with in all leads and lifts. The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government. The contractor will have to arrange the safe dumping site for dumping of surplus excavated material on his own in all leads and lifts. | 1118.32 | Cum |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. all kind of soil | 101.19 | Cum |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) and as per direction of Engineer-in-charge. | 294.68 | Cum |
| 4 | Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30X30mmx5mm.(Thirty into thirty into five millimeter) so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden/ steel battens and ballies, height of propping and centring below supporting floor to ceiling upto any height and removal of the same for in situ-reinforced concrete and plain concrete work, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.:-(a) Foundation footing bases of columns etc. and mass concrete. | 326.80 | Sqm |
| 5 | b) Columns, pillars, posts and struts. Square, rectangular or polygonal in plan, in Super-structure for all floor level in all heights. | 1707.30 | Sqm |
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