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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.6 LAccepted-AOC | ₹65.6 L | L1 | Accepted-AOC Ist Lowest |
| 2 | L2₹68.8 L+₹3.1 L (4.79%)Rejected-Finance N A | ₹68.8 L+₹3.1 L (4.79%) | L2 | Rejected-Finance 2nd Lowest |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Hard Copy Not Submited |
| 4 | Rejected-Technical DEVPUR DANAI CHORGALIYA | ALMORA | UTTARAKHAND | 263601 | - | - | Rejected-Technical Technicaly Bid Not Qualified |
| Sl No | Description | Qty | Unit | M/S SAANVI STEEL FABRICATION & HARDWARE L2 | Shri Govind Ballabh Jangi S/o Shri Laxmi Datt Jangi L3 | BHAIRAV DATT L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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. All kinds of soil. | 233.82 | Cum | 260 ₹60,793.2 | 214.64 ₹50,187.12 | 194.79 ₹45,545.8 Lowest |
| 2.00 | 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. | 157.67 | Cum | 196 ₹30,903.32 | 161.62 ₹25,482.63 | 146.67 ₹23,125.46 Lowest |
| 3.00 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 169.69 | Sqm | 30 ₹5,090.7 Lowest | 255.66 ₹43,382.95 | 232.01 ₹39,369.78 |
| 4.00 | 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 : 8 graded stone aggregate 40 mm nominal size). | 31.87 | Cum | 6,812 ₹2,17,098.44 | 5,617.02 ₹1,79,014.43 | 5,097.45 ₹1,62,455.73 Lowest |
| 5.00 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). | 20.92 | Sqm | 410 ₹8,577.2 | 338.78 ₹7,087.28 | 307.44 ₹6,431.64 Lowest |
| 6.00 | Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | 20.92 | Sqm | 40 ₹836.8 Lowest | 120.51 ₹2,521.07 | 109.36 ₹2,287.81 |
| 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.: 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 cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 71.5 | Cum | 8,000 ₹5,72,000 | 7,837.39 ₹5,60,373.39 | 7,112.43 ₹5,08,538.75 Lowest |
| 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.: 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 cementAll works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum | 90.5 | Cum | 8,000 ₹7,24,000 | 8,130.65 ₹7,35,823.83 | 7,378.56 ₹6,67,759.68 Lowest |
| 9.00 | 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 | 18,100 | Kg | 80 ₹14,48,000 Lowest | 88.93 ₹16,09,633 | 80.7 ₹14,60,670 |
| 10.00 | Centring and shuttering including strutting,ropping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete. | 96.44 | Sqm | 392 ₹37,804.48 | 323.36 ₹31,184.84 | 293.45 ₹28,300.32 Lowest |
Tender Value
₹72.3 L
EMD Value
₹1.4 L
Closing Date
9 Mar 2026, 5:00 pmClosed
PM CONSTRUCTION UNIT UKPJN HALDWANI
PROJECT MANAGER, CONSTRUCTION UNIT, UTTARAKHAND PEYJAL NIGAM, Ist FLOOR IN VIDHYA COMPLEX, VIDHYAPURAM, R.K. TENT HOUSE ROAD, KUSUMKHERA HALDWANI DISTT-NAINITAL 263139
CONSTRUCTION OF PROPOSED 4 CLASS ROOMS AT GIC MOTINAGAR, DISTT- NAINITAL, UTTARAKHAND
2026_MDPEY_92063_1
132/Nivida/5 Dt. 17.02.2026
Open Tender
Civil Works
Item Rate
270 days
GIC Motinagar District Nainital
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
PM CONSTRUCTION UNIT UKPJN HALDWANI
₹1.4 L
PM CONSTRUCTION UNIT UKPJN HALDWANI
7 Jul 2026
18 Feb 2026
13 Mar 2026
18 Feb 2026
9 Mar 2026
24 Feb 2026
21 Feb 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. All kinds of soil. | 233.82 | Cum | 214.64 | ₹50,187.12 |
| 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. | 157.67 | Cum | 161.62 | ₹25,482.63 |
| 3 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 169.69 | Sqm | 255.66 | ₹43,382.95 |
| 4 | 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). | 31.87 | Cum | 5,617.02 | ₹1,79,014.43 |
| 5 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). | 20.92 | Sqm | 338.78 | ₹7,087.28 |
| 6 | Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | 20.92 | Sqm | 120.51 | ₹2,521.07 |
| 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.: 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 cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 71.5 | Cum | 7,837.39 | ₹5,60,373.39 |
| 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.: 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 cementAll works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum | 90.5 | Cum | 8,130.65 | ₹7,35,823.83 |
| 9 | 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 | 18,100 | Kg | 88.93 | ₹16,09,633 |
| 10 | Centring and shuttering including strutting,ropping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete. | 96.44 | Sqm | 323.36 | ₹31,184.84 |
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