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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.9 LAccepted-Finance | ₹50.9 L | L1 | Accepted-Finance L1 Bidder Accepted |
| 2 | L2₹51.7 L+₹84,529.73 (1.66%)Accepted-Finance PADAM PUR COLONY LINK ROAD PITHORAGARH UTTARAKHAND | ₹51.7 L+₹84,529.73 (1.66%) | L2 | Accepted-Finance L2 Bidder |
| Sl No | Description | Qty | Unit | K M Engineering and Construction L2 | DEVKI NANDAN JOSHI 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 | 56.12 | Cum | 296.19 ₹16,622.18 | 250 ₹14,030 Lowest |
| 2.00 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: 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: | 53.91 | Sqm | 352.81 ₹19,019.99 | 320 ₹17,251.2 Lowest |
| 3.00 | 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. | 53.91 | Sqm | 223.03 ₹12,023.55 | 200 ₹10,782 Lowest |
| 4.00 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. | 5.39 | Cum | 2,416.65 ₹13,025.74 | 2,400 ₹12,936 Lowest |
| 5.00 | 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) | 2.81 | Cum | 7,751.48 ₹21,781.66 | 7,700 ₹21,637 Lowest |
| 6.00Providing 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. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). | |||||
| 6.01 | All works upto plinth level | 40.26 | Cum | 10,815.6 ₹4,35,436.06 | 10,500 ₹4,22,730 Lowest |
| 6.02 | All works above plinth level upto floor V level | 24.18 | Cum | 11,220.3 ₹2,71,306.85 | 11,200 ₹2,70,816 Lowest |
| 7.00Centering and shuttering including strutting, propping etc. and removal of form for : | |||||
| 7.01 | Foundations, footings, bases of columns, etc. for mass concrete. | 40.51 | Sqm | 446.23 ₹18,076.78 | 350 ₹14,178.5 Lowest |
Tender Value
₹51.7 L
EMD Value
₹1.0 L
Closing Date
18 Jun 2026, 6:00 pmClosed
SNA NAGAR NIGAM PITHORAGARH
SNA NAGAR NIGAM PITHORAGARH
Construction work for a modern public toilet near Takana Clock Tower.
2026_NPPP_96085_2
256 Dated 26-05-2026
Open Tender
Civil Works - Buildings
Item Rate
365 days
PITHORAGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
SNA NAGAR NIGAM PITHORAGARH
₹1.0 L
18 Jul 2026
29 May 2026
19 Jun 2026
29 May 2026
18 Jun 2026
29 May 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 | 56.12 | Cum | 349.51 | ₹19,614.5 |
| 2 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: 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: | 53.91 | Sqm | 416.32 | ₹22,443.81 |
| 3 | 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. | 53.91 | Sqm | 263.18 | ₹14,188.03 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. | 5.39 | Cum | 2,851.65 | ₹15,370.39 |
| 5 | 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) | 2.81 | Cum | 9,146.75 | ₹25,702.37 |
| 6Providing 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. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). | |||||
| 6.01 | All works upto plinth level | 40.26 | Cum | 12,762.41 | ₹5,13,814.63 |
| 6.02 | All works above plinth level upto floor V level | 24.18 | Cum | 13,239.95 | ₹3,20,141.99 |
| 7Centering and shuttering including strutting, propping etc. and removal of form for : | |||||
| 7.01 | Foundations, footings, bases of columns, etc. for mass concrete. | 40.51 | Sqm | 526.55 | ₹21,330.54 |
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