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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹1.7 Cr+₹4.9 L (2.88%)Rejected-Finance | ₹1.7 Cr+₹4.9 L (2.88%) | L2 | Rejected-Finance Highest Rate Quoted by bidder |
| 3 | L3₹1.8 Cr+₹13.2 L (7.77%)Rejected-Finance SECTOR 8E 528 BAURADI NEW TEHRI | ₹1.8 Cr+₹13.2 L (7.77%) | L3 | Rejected-Finance Highest Rate Quoted by bidder |
| Sl No | Description | Qty | Unit | M/s MAHENDRA SINGH RANA L1 | MAHIPAL SINGH PADIYAR L2 | M.H CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 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. | 300 | Cum | 260 ₹78,000 Lowest | 264.43 ₹79,329 | 270 ₹81,000 |
| 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. | 150 | Cum | 200 ₹30,000 | 199.11 ₹29,866.5 Lowest | 200 ₹30,000 |
| 3.00 | Diluting and injecting chemical emulsion (chlorpyriphos/Lindane E.C 20% with 1% concentration) at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surface of the excavation made for the foundation of the building, soil under floor,apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of building shall be measurd for payment.) | 100 | Sqm | 100 ₹10,000 Lowest | 314.97 ₹31,497 | 320 ₹32,000 |
| 4.00 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 13.22 | Cum | 2,000 ₹26,440 Lowest | 2,157.47 ₹28,521.75 | 2,250 ₹29,745 |
| 5.00 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 44.23 | Cum | 500 ₹22,115 Lowest | 711.62 ₹31,474.95 | 700 ₹30,961 |
| 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) | 37.63 | Cum | 7,000 ₹2,63,410 | 6,920.16 ₹2,60,405.62 Lowest | 7,000 ₹2,63,410 |
| 7.00 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). | 31.27 | Sqm | 200 ₹6,254 Lowest | 417.38 ₹13,051.47 | 450 ₹14,071.5 |
| 8.00 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mmnominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. | 21.53 | Sqm | 750 ₹16,147.5 Lowest | 761.2 ₹16,388.64 | 800 ₹17,224 |
| 9.00Providing 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.All works upto plinth level | ||||||
| 10.00 | Concrete of M25 grade with minimum cement content of 330 kg /cum | 110 | Cum | 9,500 ₹10,45,000 Lowest | 9,655.67 ₹10,62,123.7 | 10,200 ₹11,22,000 |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
12 Mar 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 DISTRICT COMMANDANT HOME GUARD OFFICE AT UTTARKASHI
2026_MDPEY_92192_1
734/Nivida(Garh)Chamba/24 Dt 19/02/2026
Open Tender
Civil Works
Item Rate
365 days
UTTARKASHI
Please refer tender document
3 documents required · 3 mandatory
₹5,900
PM,Const.Unit, UKPJN, Chamba
₹4.0 L
Dehradun
5 Sept 2026
21 Feb 2026
13 Mar 2026
21 Feb 2026
12 Mar 2026
2 Mar 2026
23 Feb 2026 - 27 Feb 2026
28 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. | 300 | 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. | 150 | Cum | - | - |
| 3 | Diluting and injecting chemical emulsion (chlorpyriphos/Lindane E.C 20% with 1% concentration) at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surface of the excavation made for the foundation of the building, soil under floor,apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of building shall be measurd for payment.) | 100 | Sqm | - | - |
| 4 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 13.22 | Cum | - | - |
| 5 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 44.23 | 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) | 37.63 | Cum | - | - |
| 7 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). | 31.27 | Sqm | - | - |
| 8 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mmnominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. | 21.53 | Sqm | - | - |
| 9 | 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.All works upto plinth level | - | - | - | - |
| 10 | Concrete of M25 grade with minimum cement content of 330 kg /cum | 110 | Cum | - | - |
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