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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75.5 LAccepted-AOC | ₹75.5 L | L1 | Accepted-AOC Ist Lowest |
| 2 | L2₹75.8 L+₹22,894 (0.30%)Rejected-Finance N A | ₹75.8 L+₹22,894 (0.30%) | L2 | Rejected-Finance Iind Lowest |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Online uploaded Document are not as required |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Online uploaded Document are not as required |
| Sl No | Description | Qty | Unit | GIRJA PRASAD SEMWAL L2 | MAHADEV PRASAD L1 |
|---|---|---|---|---|---|
| 1.00 | 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 onplan) including getting out and disposalof excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil | 738.5 | cum | 236 ₹1,74,286 | 205 ₹1,51,392.5 Lowest |
| 2.00 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 322.5 | sqm | 45 ₹14,512.5 Lowest | 45 ₹14,512.5 Lowest |
| 3.00 | 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 and for all lift. | 272.5 | cum | 261 ₹71,122.5 Lowest | 261 ₹71,122.5 Lowest |
| 4.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 and finishing 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level : | 23.5 | cum | 11,978 ₹2,81,483 Lowest | 11,978 ₹2,81,483 Lowest |
| 5.00 | 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 minimum cement content, the contractor shall have discretion to either re-design the mix or bear thecost of extra cement.All works upto plinth level :Concrete of M25 grade with minimum cement
content of 330 kg /cum | 48 | cum | 12,669 ₹6,08,112 Lowest | 12,669 ₹6,08,112 Lowest |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Hot rolled deformed bars | 4,139 | kg | 143 ₹5,91,877 Lowest | 143 ₹5,91,877 Lowest |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 57.5 | sqm | 522 ₹30,015 Lowest | 522 ₹30,015 Lowest |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | 162.5 | sqm | 1,236 ₹2,00,850 Lowest | 1,236 ₹2,00,850 Lowest |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers | 158.5 | sqm | 981 ₹1,55,488.5 Lowest | 981 ₹1,55,488.5 Lowest |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 145.5 | sqm | 1,281 ₹1,86,385.5 Lowest | 1,281 ₹1,86,385.5 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
16 Mar 2026, 12:00 pmClosed
Executive Engineer Irrigation Division New Tehri
Executive Engineer Irrigation Division New Tehri
Under the District Plan head construction work of Health Department Sub Centre Jagdhar Chamba in Jagdhar of Development Block Chamba of Tehri Garhwal district
2026_IRDCE_92610_3
07/EE/2025-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
chamba
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer Irrigation Division New Tehri
₹1.5 L
Executive Engineer Irrigation Division New Tehri
6 Aug 2026
2 Mar 2026
17 Mar 2026
2 Mar 2026
16 Mar 2026
5 Mar 2026
5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 onplan) including getting out and disposalof excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil | 738.5 | cum | 100 | ₹73,850 |
| 2 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 322.5 | sqm | 100 | ₹32,250 |
| 3 | 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 and for all lift. | 272.5 | cum | 100 | ₹27,250 |
| 4 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 and finishing 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level : | 23.5 | cum | 10 | ₹235 |
| 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 minimum cement content, the contractor shall have discretion to either re-design the mix or bear thecost of extra cement.All works upto plinth level :Concrete of M25 grade with minimum cement
content of 330 kg /cum | 48 | cum | 10 | ₹480 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Hot rolled deformed bars | 4,139 | kg | 10 | ₹41,390 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 57.5 | sqm | 10 | ₹575 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | 162.5 | sqm | 10 | ₹1,625 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers | 158.5 | sqm | 10 | ₹1,585 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 145.5 | sqm | 10 | ₹1,455 |
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