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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | Accepted-Technical Accepted |
| 2 | Accepted-Technical R O VILLAGE KALOH P O SAINJ SUB TEHSIL DHAMI DISTT SHIMLA 171103 | SHIMLA | HIMACHAL PRADESH | 171103 | Accepted-Technical Accepted |
| 3 | Accepted-Technical | Accepted-Technical Accepted |
Tender Value
₹53.3 L
EMD Value
₹85,850
Closing Date
27 Apr 2026, 10:30 amClosed
Executive Engineer
HP City Transport and Bus Stand Management And Development Authority Tutikandi Shimla -4
SH Construction of GI Sheet cover shed for 2 Nos. Fast Charger, Dug, warehouse Under RIDF XXX
2026_BSMDA_133421_3
No.HPBSMDA/EE/(2)2025-2026 Tender Vol-V
Open Tender
Civil Works
180 days
Kullu
Please refer tender document
9 documents required · 9 mandatory
₹2,360
HPBSMDA
₹85,850
20 May 2026
6 Apr 2026
27 Apr 2026
7 Apr 2026
27 Apr 2026
7 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundations, trenches etc. in earth work in all kind of soils, such as pick work, jumper work, blasting work, by blasting or chieling and pumping bailing, dewatering where ever required etc. complete and lift up to all heights and then clear from the edge of the excavation and then returning the stacked soil in 15 cm, layers, when required in to plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth up to approved dumping site , including all leads, lifts and carriage of materials, complete in all respect as per entire satisfaction of the Engineer-in charge. Any loss of Govt.and private property during the execution of work shall be the absolute responsibilty of the contractor. | 134.58 | Per cubic meter | - | - |
| 2.01 | Providing and laying in position cement concrete Mechnically Mixed and vibrated of specified grade excluding the cost of centering and shuttering - All work up to plinth level :- 1:4:8 (One Cement isto Four coarse sand isto Eight graded stone aggregate) 40 mm (Forty milimeter) nominal size, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge. | 12.54 | Per cubic meter | - | - |
| 3.01 | Providing and laying in position cement concrete Mechnically Mixed and vibrated of specified grade excluding the cost of centering and shuttering - All work up to plinth level :- 1:3:6 (One Cement isto Three coarse sand isto Six graded stone aggregate) 40 mm (Forty milimeter) nominal size, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge. | 42.98 | Per cubic meter | - | - |
| 4.01 | Providing and laying in position cement concrete Mechnically Mixed and vibrated of specified grade excluding the cost of centering and shuttering - All work up to plinth level :- 1:3:6 (One Cement isto Three coarse sand isto Six graded stone aggregate) 20 mm (Twenty milimeter) nominal size, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge. | 48.83 | Per cubic meter | - | - |
| 5.01 | Providing and laying in position specified grade of reinforced cement concret1:1.5:3(One cement isto One point Five coarse sand isto Three graded stone aggregate) 20 mm(Twenty milimeter) nominal size :-All work up to plinth level :- including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge. | 51.43 | Per cubic meter | - | - |
| 6.01 | Providing steel reinforcement for R.C.C. work including bending, binding and placing in position including cost of binding wire complete, upto floor all levels :- Thermo-Mechanically Treated bars of grade Fe-500D or more., including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge. | 5,657.3 | Per kilogramme | - | - |
| 7.01 | Centering and shuttering including strutting, propping etc. and removal of form for :- (a) Foundations, footings, bases of columns, etc. upto plinth level. for mass concrete, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge. | 99.57 | Per square meter | - | - |
| 8.01 | Centering and shuttering including strutting, propping etc. and removal of form for :- (b) Walls (any thickness) including attached pilasters, buttersses, plinth and string courses etc., including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge. | - | Per square meter | - | - |
| 9.01 | Centering and shuttering including strutting, propping etc. and removal of form for : - (c) Lintels, beams, plinth beams, girders, bressumers and cantilevers, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge. | 153 | Per square meter | - | - |
| 10.01 | Dry stone pitching 22.5 cm (Twenty two point five centimeter) thick including supply of stones and preparing surface complete, stone for pitching :- 90mm to 45mm (Ninety milimeter to Forty five milimeter),including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge. | 382.55 | Per square meter | - | - |
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