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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 CrAdmitted-Finance 00 KANDHARPUR NEAR JUNIOR HIGH SCHOOL KANDHARPUR BAREILLY UTTAR PRADESH 243004 UDYAM UP 15 0021222 | BAREILLY | UTTAR PRADESH | 243004 | ₹6.5 Cr | L1 | Admitted-Finance Not Technically Qualified |
| 2 | L2₹6.7 Cr+₹19.4 L (2.99%)Admitted-Finance | ₹6.7 Cr+₹19.4 L (2.99%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Technically Qualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Technically Qualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Technically Qualified |
| Sl No | Description | Qty | Unit | shri balaji enterprises L1 | Ms Kay Kay Construction L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 1,338 | Cum | 378 ₹5,05,764 Lowest | 378 ₹5,05,764 Lowest |
| 2.00 | 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 on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 2,377.23 | Cum | 142 ₹3,37,566.66 Lowest | 142 ₹3,37,566.66 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 m and lift upto 1.5 m. | 2,080.24 | Cum | 156 ₹3,24,517.44 Lowest | 156 ₹3,24,517.44 Lowest |
| 4.00 | Carriage of Earth for filling by Mechanical Transport including loading,unloading and stacking of lead 15 Km. | 911.18 | Cum | 425 ₹3,87,251.5 Lowest | 429 ₹3,90,896.22 |
| 5.00 | 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 (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 540.68 | Cum | 5,400 ₹29,19,672 Lowest | 5,453 ₹29,48,328.04 |
| 6.00 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work.(Based on PWD specifications) | 250.95 | Cum | 5,000 ₹12,54,750 Lowest | 5,045 ₹12,66,042.75 |
| 7.00 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, Shuttering T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | 3,500 | Cum | 4,000 ₹1,40,00,000 Lowest | 4,500 ₹1,57,50,000 |
| 8.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. grade M 20 Nominal mix (1:2:4) including shuttering. | 400 | Cum | 6,500 ₹26,00,000 Lowest | 6,606 ₹26,42,400 |
| 9.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 428.97 | Mtr | 150 ₹64,345.5 Lowest | 153 ₹65,632.41 |
| 10.00 | 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. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum. | 654.66 | Cum | 7,500 ₹49,09,950 Lowest | 7,609 ₹49,81,307.94 |
Tender Value
₹6.6 Cr
EMD Value
₹13.2 L
Closing Date
29 Apr 2026, 5:00 pmClosed
General Manager
Office of Chief General Manager, Construction Wing, Uttarakhand Peyjal Nigam, Kamla Nagar(Opp. ONGC Hospital), Dehradun
CONSTRUCTION OF BOUNDRY WALL FOR SANSKRIT UNIVERSITY AT HARIDWAR
2026_MDPEY_93979_1
1275/Nivida(Garh)Rishikesh/22 Dt. 06/04/2026
Open Tender
Civil Works
Item Rate
365 days
HARIDWAR
Please refer tender document
3 documents required · 3 mandatory
₹11,800
PM,Const.Unit, UKPJN, Rishikesh
₹13.2 L
Dehradun
20 Jun 2026
8 Apr 2026
30 Apr 2026
8 Apr 2026
29 Apr 2026
16 Apr 2026
9 Apr 2026 - 14 Apr 2026
15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | - | Cum | - | - |
| 2 | 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 lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | - | Cum | - | - |
| 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 m and lift upto 1.5 m. | - | Cum | - | - |
| 4 | Carriage of Earth for filling by Mechanical Transport including loading,unloading and stacking of lead 15 Km. | - | Cum | - | - |
| 5 | 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 (zone-III) : 8 graded stone aggregate 40 mm nominal size) | - | Cum | - | - |
| 6 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work.(Based on PWD specifications) | - | Cum | - | - |
| 7 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, Shuttering T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | - | Cum | - | - |
| 8 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. grade M 20 Nominal mix (1:2:4) including shuttering. | - | Cum | - | - |
| 9 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | - | Mtr | - | - |
| 10 | 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. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum. | - | Cum | - | - |
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