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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance NA | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.6 Cr+₹2.3 L (0.90%)Admitted-Finance SECTOR 8E 528 BAURADI NEW TEHRI | ₹2.6 Cr+₹2.3 L (0.90%) | L2 | Admitted-Finance |
| 3 | L3₹2.7 Cr+₹11.8 L (4.56%)Admitted-Finance | ₹2.7 Cr+₹11.8 L (4.56%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Technically Qualified |
| Sl No | Description | Qty | Unit | Wood Stone Constructions L1 | M.H CONSTRUCTION L2 | ARCHIT CONSTRUCTION COMPANY L3 |
|---|---|---|---|---|---|---|
| 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 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 | 600 | Cum | 235.24 ₹1,41,144 | 150 ₹90,000 Lowest | 170 ₹1,02,000 |
| 2.00 | Carriage of material by Mechanical Transport including loading,unloading and stacking of lead 15 Km. | 24.39 | Cum | 584.41 ₹14,253.76 | 500 ₹12,195 Lowest | 515.1 ₹12,563.29 |
| 3.00 | Carriage of material by Mechanical Transport including loading,unloading and stacking of lead 15 Km. | 250 | Cum | 584.41 ₹1,46,102.5 | 400 ₹1,00,000 Lowest | 515.1 ₹1,28,775 |
| 4.00 | 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. | 250 | Cum | 177.14 ₹44,285 Lowest | 180 ₹45,000 | 187.85 ₹46,962.5 |
| 5.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.: All kinds of soil | 20 | Cum | 114.59 ₹2,291.8 Lowest | 130 ₹2,600 | 121.55 ₹2,431 |
| 6.00 | 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) | 60 | Cum | 6,156.25 ₹3,69,375 | 6,000 ₹3,60,000 Lowest | 6,540.75 ₹3,92,445 |
| 7.00 | 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 | 130 | Cum | 8,530.41 ₹11,08,953.3 | 8,000 ₹10,40,000 Lowest | 9,126.45 ₹11,86,438.5 |
| 8.00 | 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 above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum | 60 | Cum | 8,851.82 ₹5,31,109.2 Lowest | 9,900 ₹5,94,000 | 9,467.3 ₹5,68,038 |
| 9.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars | 27,000 | kg | 90.06 ₹24,31,620 | 90 ₹24,30,000 Lowest | 102.85 ₹27,76,950 |
| 10.00Centring and shuttering including strutting,ropping etc. and removal of form for | ||||||
Tender Value
₹3.2 Cr
EMD Value
₹6.4 L
Closing Date
27 Jul 2026, 5:00 pmClosed
General Manager
Office of Chief General Manager, Construction Wing, Uttarakhand Peyjal Nigam, Kamla Nagar(Opp. ONGC Hospital), Dehradun
CONSTRUCTION OF PROPOSED CHAINLINK FENCING AND MAIN GATE FOR THDC ENGINEERING COLLEGE, TEHRI GARHWAL, UTTARAKHAND
2026_MDPEY_97268_1
2644/Nivida(Garh)Chamba/56 Dt 03/07/2026
Open Tender
Civil Works
Item Rate
365 days
TEHRI GARHWAL, UTTARAKHAND
Please refer tender document
3 documents required · 3 mandatory
₹5,900
PM,Const.Unit, UKPJN, Chamba
₹6.4 L
Dehradun
27 Aug 2026
6 Jul 2026
28 Jul 2026
6 Jul 2026
27 Jul 2026
14 Jul 2026
7 Jul 2026 - 11 Jul 2026
13 Jul 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 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 | 600 | Cum | - | - |
| 2 | Carriage of material by Mechanical Transport including loading,unloading and stacking of lead 15 Km. | 24.39 | Cum | - | - |
| 3 | Carriage of material by Mechanical Transport including loading,unloading and stacking of lead 15 Km. | 250 | Cum | - | - |
| 4 | 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. | 250 | Cum | - | - |
| 5 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.: All kinds of soil | 20 | Cum | - | - |
| 6 | 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) | 60 | Cum | - | - |
| 7 | 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 | 130 | Cum | - | - |
| 8 | 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 above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum | 60 | Cum | - | - |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars | 27,000 | kg | - | - |
| 10 | Centring and shuttering including strutting,ropping etc. and removal of form for | - | - | - | - |
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