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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical V P O KOTLA KALAN TEHSIL DISTT UNA H P | UNA | HIMACHAL PRADESH | 174301 | Accepted-Technical Accepted |
| 2 | Accepted-Technical HIMACHAL PRADESH | Accepted-Technical Accepted |
| 3 | Accepted-Technical | Accepted-Technical Accepted |
| 4 | Rejected-Technical ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | Rejected-Technical Rejected |
| 5 | Rejected-Technical | Rejected-Technical Rejected |
Tender Value
₹9.5 L
EMD Value
₹19,000
Closing Date
8 Apr 2026, 10:30 amClosed
Executive Engineer
HP City Transport and Bus Stand Management And Development Authority Tutikandi Shimla -4
SH Construction of new washing dug etc
2026_BSMDA_132460_2
No.HPBSMDA/EE/(2)2025-2026 Tender Vol-V
Open Tender
Civil Works
120 days
Sarkaghat
Please refer tender document
9 documents required · 9 mandatory
₹415
HPBSMDA
₹19,000
15 May 2026
25 Mar 2026
8 Apr 2026
26 Mar 2026
8 Apr 2026
26 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | 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 all leads and lifts . All kinds of soil , including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge. | - | Per Cubic Meter | - | - |
| 2.01 | Stone soling properly hand packed filling interstics with spall and consolidating with power roller to the requested gradient and camber including spreading watering and rolling of binding materials moorum or earth etc.,complete as per HPPWD specification. 100 mm (One hundred milimeter) spreed thickness ( Finished work including materials and labour) , including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge. | - | Per Cubic Meter | - | - |
| 3.01 | 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 (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. | - | Per Cubic Meter | - | - |
| 4.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (One cement isto Two coarse sand isto Four 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. | - | Per Cubic Meter | - | - |
| 5.01 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing 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. | - | Per Cubic Meter | - | - |
| 6.01 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. 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. | - | Per Square Meter | - | - |
| 7.01 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, 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 | - | - |
| 8.01 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (One cement isto One point five coarse sand isto Three 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. | - | Per Cubic Meter | - | - |
| 9.01 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all complete upto plinth levelThermo-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. | - | Per Kilogram | - | - |
| 10.01 | 62 mm (Sixty two milimeter) thick cement concrete flooring with concrete hardener topping, under layer 50 mm (Fifty milimeter )thick cement concrete 1:2:4 (One cement isto Two coarse sand isto Four graded stone aggregate) 20mm (Twenty milimeter) nominal size and top layer 12mm (Twelve milimeter) thick cement hardener consisting of mix 1:2 (One cement hardener mix isto Two graded stone aggregate), 6mm (Six milimeter) nominal size by volume, hardening compound mixed @ 2 (Two) litre per 50 kg (Fiftyty Kilogram) of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete, 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 | - | - |
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