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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance MOHALLA CHAKALAN JAWALAPUR HARIDWAR DISTRICT HARIDWAR | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.0 Cr+₹1.7 L (1.66%)Admitted-Finance DURGA ENCLAVE NEAR HILL VIEW APARTMENT SAHASTRADHARA ROAD DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹1.0 Cr+₹1.7 L (1.66%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹6.9 L (6.75%)Admitted-Finance | ₹1.1 Cr+₹6.9 L (6.75%) | L3 | Admitted-Finance |
| 4 | L4₹1.2 Cr+₹13.3 L (13.0%)Admitted-Finance | ₹1.2 Cr+₹13.3 L (13.0%) | L4 | Admitted-Finance |
| 5 | L5₹1.2 Cr+₹15.7 L (15.3%)Admitted-Finance JANPATH COMPLEX SHOP NO 1 DM CANS OFFICE NAINITAL ROAD HALDWANI DISTRICT NAINITAL 263139 | HALDWANI | NAINITAL | UTTARAKHAND | 263139 | ₹1.2 Cr+₹15.7 L (15.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Jyoti Constructions L6 | Ridam Enterprises L5 | ROYAL TRADELINK AGENCY L4 | CHAMOLI ASSOCIATES L3 | M/S Disha Associates L2 | M/s Balaji Construction 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. | 219.46 | Cum | 145 ₹31,821.7 | 218 ₹47,842.28 | 130.4 ₹28,617.58 | 176.45 ₹38,723.72 | 170 ₹37,308.2 | 60 ₹13,167.6 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. | 153.62 | Cum | 110 ₹16,898.2 | 160 ₹24,579.2 | 186.28 ₹28,616.33 | 132.88 ₹20,413.03 | 129 ₹19,816.98 | 50 ₹7,681 Lowest |
| 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.) | 72.81 | Sqm | 150 ₹10,921.5 | 23 ₹1,674.63 Lowest | 419.13 ₹30,516.86 | 210.2 ₹15,304.66 | 200 ₹14,562 | 70 ₹5,096.7 |
| 4.00 | Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete. | 18.9 | Cum | 1,200 ₹22,680 | 100 ₹1,890 Lowest | 1,024.54 ₹19,363.81 | 1,619.81 ₹30,614.41 | 1,400 ₹26,460 | 900 ₹17,010 |
| 5.00 | Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete. | 151.21 | Cum | 380 ₹57,459.8 | 100 ₹15,121 Lowest | 419.13 ₹63,376.65 | 474.91 ₹71,811.14 | 460 ₹69,556.6 | 200 ₹30,242 |
| 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) | 24.32 | Cum | 4,400 ₹1,07,008 | 5,770 ₹1,40,326.4 | 4,191.3 ₹1,01,932.42 | 4,329.66 ₹1,05,297.33 | 4,200 ₹1,02,144 | 4,000 ₹97,280 Lowest |
| 7.00 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) | 19.93 | Sqm | 270 ₹5,381.1 | 10 ₹199.3 Lowest | 372.56 ₹7,425.12 | 313.36 ₹6,245.26 | 270 ₹5,381.1 | 40 ₹797.2 |
| 8.00 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm bed by dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth | 38.96 | Sqm | 550 ₹21,428 | 635 ₹24,739.6 | 558.84 ₹21,772.41 | 539.75 ₹21,028.66 | 500 ₹19,480 | 400 ₹15,584 Lowest |
| 9.00 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the Engineer-in-charge. All works upto plinth level | 58.03 | Cum | 7,000 ₹4,06,210 | 7,550 ₹4,38,126.5 | 6,612.94 ₹3,83,748.91 | 6,000 ₹3,48,180 | 5,900 ₹3,42,377 Lowest | 6,500 ₹3,77,195 |
| 10.00 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the Engineer-in-charge.All works above plinth level upto floor V level | 148.82 | Cum | 6,900 ₹10,26,858 | 7,900 ₹11,75,678 | 6,892.36 ₹10,25,721.02 | 6,117.52 ₹9,10,409.33 | 5,650 ₹8,40,833 Lowest | 6,700 ₹9,97,094 |
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
11 May 2026, 5:00 pmClosed
General Manager
Office of Chief General Manager, Construction Wing, Uttarakhand Peyjal Nigam, Kamla Nagar(Opp. ONGC Hospital), Dehradun
CONSTRUCTION OF STORE AND HALL FOR TRANSPORT COMMISSIONER OFFICE AT SAHASTRADHARA ROAD, DEHRADUN, UTTARAKHAND
2026_MDPEY_94408_1
1427/Nivida(Garh)D.Dun/38 Dt 17/04/2026
Open Tender
Civil Works
Item Rate
365 days
SAHASTRADHARA ROAD
Please refer tender document
3 documents required · 3 mandatory
₹5,900
PM, Const.Unit, UKPJN, Dehradun
₹2.7 L
Dehradun
27 May 2026
20 Apr 2026
12 May 2026
20 Apr 2026
11 May 2026
25 Apr 2026
21 Apr 2026 - 22 Apr 2026
24 Apr 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. | - | 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. | - | 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.) | - | Sqm | - | - |
| 4 | Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete. | - | Cum | - | - |
| 5 | Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete. | - | 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) | - | Cum | - | - |
| 7 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) | - | Sqm | - | - |
| 8 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm bed by dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth | - | Sqm | - | - |
| 9 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the Engineer-in-charge. All works upto plinth level | - | Cum | - | - |
| 10 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the Engineer-in-charge.All works above plinth level upto floor V level | - | Cum | - | - |
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