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Tender ID
Tender Value
₹27.6 Cr
EMD Value
₹55.5 L
Closing Date
29 May 2026, 6:00 pmClosed
EE HPSAMB
EE HPSAMB
ESTABLISHMENT OF INTEGRATED COLD CHAIN INFRASTRUCTURE FOR PRESERVATION AND VALUE ADDITION AT PARWANOO (HP) ON ITEM RATE CONTRACT FOR CIVIL, ELECTRICAL WORKS AND EPC FOR THE HVAC WORKS
2026_HPAMB_125879_1
HMB-EC-11/92-Vol-XI
Open Tender
Composite Works
Item Rate
485 days
Parwanoo solan
Please refer Tender documents.
3 documents required · 3 mandatory
₹35,400
₹55.5 L
HPSAMB Khalini Shimla
29 May 2026
17 Jan 2026
30 May 2026
17 Jan 2026
29 May 2026
17 Jan 2026
28 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches in earth work in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting 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) as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals 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 transportation and used /removed as per the direction of the Engineer - in- charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges. | 12,300.25 | Cum | - | - |
| - | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. etc complete as per HPPWD specification or as directed by Engineer-in-Charge, including carriage of materials with in all leads, lifts and other incidental. The rate including Royality, Malkhana, Octroi, GST, Toll Tax Sales tax or any other taxes imposed by the Government | 6,508.69 | Cum | - | - |
| - | Filling in plinth with sand under floors including watering, ramming consolidating and dressing complete as per HPPWD specification or as directed by Engineer-in-Charge, including carriage of materials with in all leads, lifts and other incidental. The rate including Royality, Malkhana, Octroi, GST, Toll Tax Sales tax or any other taxes imposed by the Government. | 379.8 | cum | - | - |
| - | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-inCharge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 including carriage of materials with in all leads, lifts and other incidental. The rate including Royality, Malkhana, Octroi, GST, Toll Tax Sales tax or any other taxes imposed by the Government. | 228.3 | cum | - | - |
| - | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more | 4,957.66 | cum | - | - |
| - | Providing and laying mechanically mixed and vibrated cement concrete 1:4:8 (one cement isto four sand isto eight graded crushed stone aggregate 40mm (forty millimeter) nominal size) and curing complete, up to plinth level complete excluding the cost of form work in foundation and plinth in all depths/heights as per HPPWD specifications or as directed by the Engineer-in-Charge including carriage of materials within all leads, lifts. The rate inclusive of Malkhana, Royality, Octroi, GST, toll tax or any taxes imposed by the Government. | 389.85 | cum | - | - |
| - | Providing and layin Mechanically mixed & vibraed cement concrete 1:2:4 (1cement :2 sand :4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work In foundation and plinth,including carriage of materials through all modes of transportion with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge. | 183.7 | cum | - | - |
| - | Supplying laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm having pores of 150 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work complete as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One) and as directed by Engineer Incharge at site, including carriage of all labour equipment and material to various location through all modes of transportation with all leads and lifts, including all iincidential charges.The rate including of octory, royalty, malkana,toll tax, sal tax or other taxes imposed by goverment | 3,616.76 | Sqm. | - | - |
| - | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.complete as per HPPWD specifications or as directed by the Engineer-in-Charge including carriage of materials within all leads, lifts. The rate inclusive of Malkhana, Royality, Octroi, GST, toll tax or any taxes imposed by the Government. | 1,954.86 | Sqm | - | - |
| - | The concrete finish with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per HPPWD specifications and as directed by the Engineer-in-Charge including carriage of materials within all leads, lifts. The rate inclusive of Malkhana, Royality, Octroi, GST, toll tax or any taxes imposed by the Government. (The panel shuttering work shall be paid for separately). | 1,954.86 | Sqm | - | - |
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