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Tender Value
₹9.5 Cr
EMD Value
₹19 L
Closing Date
18 Sept 2026, 4:00 pm6d left
Office of SE Project Circle Dehradun
Office of SE Project Circle Dehradun
INTERIOR WORK PROVISION OF A LIFT AND RELATED WORKS FOR PHASE II OF THE DIRECTORATE BUILDING OF WOMEN EMPOWERMENT AND CHILD DEVELOPMENT In SHUDDHOWALA DISTRICT DEHRADUN
2026_IRDCE_99676_1
06/SE/26-27
Open Tender
Civil Works
Item Rate
365 days
In SHUDDHOWALA DISTRICT DEHRADUN
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Office of EE Project Division Yamuna Colony DDun
₹19 L
Office of SE Project Circle Dehradun
2 Sept 2026
2 Sept 2026
18 Sept 2026
3 Sept 2026
18 Sept 2026
3 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 240 | Cum | - | - |
| 2 | 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. | 140 | Cum | - | - |
| 3 | 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 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 25 | Cum | - | - |
| 4 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).5.33.1 All works upto plinth level | 55 | CUM | - | - |
| 5 | Providing 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 mininum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementConcrete of M25 grade with minimum cement
content of 330 kg /cum | 26 | Cum | - | - |
| 6 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.c.c work Using Thermo-mechanically treated bars | 6,900 | Kg | - | - |
| 7 | Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 100 | Sqm | - | - |
| 8 | Columns, Pillars, Piers, Abutments, Posts and Struts. | 175 | Sqm | - | - |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 300 | Sqm | - | - |
| 10 | Suspended floors, roofs, landings, balconies and access platform. | 50 | sqm | - | - |
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