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NTID 39791673
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Construction Of Three Rooms Wi, Shimla - Tender Details
Explore tender information for Construction Of Three Rooms Wi in Shimla, including eligibility, deadlines, and bid specifics.
Rural Development
Shimla, Himachal Pradesh, India
NTID 39791673
- Opening Date : Tue 1st April, 2025
- Closing Date : Sat 29th March, 2025
- ₹ 2000000.00
- NTID 39791673
Key Values: Document Cost: 500.00 | EMD: 40000.00 | Estimated Cost: 2000000.00
Tender Description
Construction Of Three Rooms With Verandah In Govt. Senior Secondary School At Sadiyar Education Block Sataun In Gp Chandni, ( 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
40000.00 -
Document Cost
500.00 -
Estimated Cost
2000000.00
BOQ Items Total Items : 34 | Total Qty : 10614.45
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains in all heights and depths in all kinds of soil, including saturated soil comprising of pick work,jumper work and blasting work both in soft and hard rock with chiesling and wedging out of rock (where blasting is prohabited) and their intermediate classification of soil including dewatering whereever required,settling out to required lines,levels as shown on the drawing and directed by the Engineer in charge at site according to the HP.PWD specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (to be arranged by the contractor) including payment of prescribed dumping charges of M.C. if levilled any to the satisfaction of the Engineer in charge through all modes of transporation including head load animal load or mechanical means alongwith its levelling, fine dressing and with all kinds of labour, mechineries, tools, equipment and safety measures and incidental necessary to complete the work by mechanical means and labour (if required). All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transporation and used/removed as per the satisfaction of the Engineer in charge. any loss to the public and private properity during the course of execution and disposal of servicable and unservicable materials shall be the absolute responsiblity of the contractor and shall have to be duly compensated by him in all respects including all incidential charges and as directed by the Engineer in Charge:- All kinds of soil. | 63.15 | Per Cubic metre |
| 2 | Filling in plinth with sand under floors including watering ramming consolidating and dressing complete as per HP.PWD., specification 1990 volume-I ( one ) including carriage of all labour equipments and materials to various location through all leads, lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-Charge. | 13.820 | Per Cubic metre |
| 3 | Stone/ boulder filling of selected stone behind retaining wall/ under flooring, including all leads, lifts, carriage of materials & to the entire satisfaction of the Engineer-in-Charge | 34.540 | Per Cubic metre |
| 4 | Providing and laying in position cement concrete of specified grade mechanically mixed and curing complete excluding the cost of centering and shuttering - All work up to plinth level and all floor level in 1:4:8 (one Cement : four coarse sand : eight graded stone aggregate 40mm (forty millimeter ) nominal size) including carriage of materials in all leads and lifts and as directed by the Engineer in Charge. | 21.380 | Per Cubic metre |
| 5 | Making plinth protection 50 mm ( fifty milimetre ) thick of cement concrete 1 : 3 : 6 ( One cement : three coarse sand : six graded stone aggregate 20 mm ( twenty milimetre ) nominal size ) over 75 mm ( seventy five milimetre ) thick bed of dry brick ballast 40 mm ( forty milimetre ) nominal size, well rammed & consolidated & grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth including carriage of materials in all leads and lifts and as directed by the Engineer in Charge. | 41.920 | Per square metre |
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