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Tender Value
₹58.0 L
EMD Value
₹1.4 L
Closing Date
15 Sept 2026, 2:30 pm
OIC, Engineering
Engineering Department, Service Block, HBCHRC, New Chandigarh
Construction of 2nd Floor of Store Building at HBCHRC, New Chandigarh, Punjab 140901
2026_TMC_923349_1
2nd FLOOR -STORE BUILDING/2026-27/28
Open Tender
Civil Works
Works
HBCHRC, New Chnadigarh
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹1.4 L
Service Block, HBCHRC, New Chandigarh
22 Aug 2026
22 Aug 2026
16 Sept 2026
22 Aug 2026
15 Sept 2026
27 Aug 2026
26 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing Structural Design Services , Electrical & ELV layouts, SLD, GFC drawings, approval from client and further approval from structural consultant etc. | - | Job | 57,437.21 | - |
| 2 | Demolishing cement concrete manually/ by mechanical means
including disposal of material within 50 metres lead as per direction
of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | - | Cum | 958.56 | - |
| 3 | Providing and fixing of Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more in column/ slabs/ footing/ foundations/ Lintels/ plinthbeam/tie beams/ chajja etc.. for R.C.C. work including straightening, cutting, bending, placing in position and binding and including of placing of cover blocks etc. all complete below plinth level and above plinth level up to V level floor. | - | Kg | 71.89 | - |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for :Columns,, piers, roofs, Slab, abutments, pillars, posts and struts etc up to V floor Level including required scafolding Matarial Shifting and required support as per site requirements and as per direction of EIC. | - | Sqm | 617.93 | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers up to iii floor Level including required scafolding Matarial Shifting and required support as per site requirements and as per direction of EIC. | - | Sqm | 490.77 | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Stairs, (excluding landings) except spiral-staircases etc. up to iii floor Level including required scafolding Matarial Shifting and required support as per site requirements and as per direction of EIC. | - | Sqm | 506.61 | - |
| 7Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | |||||
| 8 | Concrete of M25 grade with minimum cement content of 330 kg /cum All works above plinth level upto floor V level | - | Cum | 6,573.14 | - |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
Cement mortar 1:4 (1 cement : 4 coarse sand) | - | Cum | 4,912.55 | - |
| 10 | Providing and Applying of 12 mm thick cement plaster of mix 1:4 (1 cement: 4 coarse sand) for internal surface, including surface preparation work, chicken mess jali fixing , hacking Scafolding/plateform if required etc. as per site requirements and as per direction of EIC. | - | Sqm | 238.13 | - |
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