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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAccepted-AOC SHOP NO 5 6 TULA COMPLEX HARIDWAR ROAD DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹3.5 Cr | L1 | Accepted-AOC AOC |
| 2 | Rejected-Technical 00 KANDHARPUR NEAR JUNIOR HIGH SCHOOL KANDHARPUR BAREILLY UTTAR PRADESH 243004 UDYAM UP 15 0021222 | BAREILLY | UTTAR PRADESH | 243004 | - | - | Rejected-Technical Not Technically Qualified |
| Sl No | Description | Qty | Unit | VAAYU PUTRA CONSTRUCTION L1 |
|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil. | 88.1 | Cum | 150 ₹13,215 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. | 23.15 | Cum | 165 ₹3,819.75 Lowest |
| 3.00 | P/L C.C. of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4coarse sand : 8 graded stone aggregate 40 mm nominal size) | 7.82 | Cum | 5,700 ₹44,574 Lowest |
| 4.00 | 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 surfaces of the excavations made for the foundation of the building, soil under floors, 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 measured for Payment) | 950.52 | Sqm | 200 ₹1,90,104 Lowest |
| 5.00 | 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 above plinth level upto floor V level. | 78.26 | Cum | 8,300 ₹6,49,558 Lowest |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars of grade Fe-500D or more | 7,091 | Kg | 91 ₹6,45,281 Lowest |
| 7.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 9.3 | Cum | 7,600 ₹70,680 Lowest |
| 8.00Centering and shuttering i/c strutting, propping etc. and removal of form for : | ||||
| 9.00 | Shuttering for Suspended floors,roofs,landings, | 49.42 | sqm | 700 ₹34,594 Lowest |
| 10.00 | Lintels, beams, plinth beams, girders, and cantilevers | 8.5 | Sqm | 600 ₹5,100 Lowest |
Tender Value
₹3.6 Cr
EMD Value
₹7.2 L
Closing Date
7 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 PROPOSED BALANCE WORK OF BLOCK-3 BUILDING AT INSTITURE OF TECHNOLOGY, BAUN, UTTARKASHI
2026_MDPEY_90703_2
46/Nivida(Garh)Chamba/01 Dt 05/01/2026
Open Tender
Civil Works
Item Rate
365 days
BAUN, UTTARKASHI
Please refer tender document
3 documents required · 3 mandatory
₹5,900
PM,Const.Unit, UKPJN, Chamba
₹7.2 L
Dehradun
5 Sept 2026
17 Mar 2026
8 Apr 2026
17 Mar 2026
7 Apr 2026
25 Mar 2026
18 Mar 2026 - 23 Mar 2026
24 Mar 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 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil. | 88.1 | 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. | 23.15 | Cum | - | - |
| 3 | P/L C.C. of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4coarse sand : 8 graded stone aggregate 40 mm nominal size) | 7.82 | Cum | - | - |
| 4 | 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 surfaces of the excavations made for the foundation of the building, soil under floors, 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 measured for Payment) | 950.52 | Sqm | - | - |
| 5 | 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 above plinth level upto floor V level. | 78.26 | Cum | - | - |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars of grade Fe-500D or more | 7,091 | Kg | - | - |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 9.3 | Cum | - | - |
| 8 | Centering and shuttering i/c strutting, propping etc. and removal of form for : | - | - | - | - |
| 9 | Shuttering for Suspended floors,roofs,landings, | 49.42 | sqm | - | - |
| 10 | Lintels, beams, plinth beams, girders, and cantilevers | 8.5 | Sqm | - | - |
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