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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance NEAR ROADWAYS WORKSHOP PITHORAGARH DISTRICT PITHORAGARH | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.2 Cr+₹22.0 L (7.42%)Admitted-Finance AICHOLI PRO BHUWAN CHANDRA JOSHI NEW BHATKOTE PITHORAGARH | ALMORA | UTTARAKHAND | 263601 | ₹3.2 Cr+₹22.0 L (7.42%) | L2 | Admitted-Finance |
| 3 | L3₹3.4 Cr+₹42.5 L (14.3%)Admitted-Finance 04 7906130592 | ₹3.4 Cr+₹42.5 L (14.3%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DEV ENTERPRISES L3 | D N CONSTRUCTION L1 | MS mahaveer construction L2 |
|---|---|---|---|---|---|---|
| 1.00 | Carriage of Earth INCLUDING ROYALTY (Up To 15km) | 140.9 | CUM | 504 ₹71,013.6 | 395 ₹55,655.5 Lowest | 400 ₹56,360 |
| 2.00 | Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-Incharge all kind of soil | 340.44 | CUM | 167 ₹56,853.48 | 130 ₹44,257.2 Lowest | 169 ₹57,534.36 |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as upto 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil. | 663.27 | CUM | 245 ₹1,62,501.15 | 190 ₹1,26,021.3 Lowest | 248 ₹1,64,490.96 |
| 4.00 | Excavation of soil In all kind of soil upto 3.0m to 4.5m. depth | 22.59 | Cum | 452 ₹10,210.68 | 400 ₹9,036 Lowest | 459 ₹10,368.81 |
| 5.00 | In all kind of soil upto 4.5 m to 6.0m. depth | 10.54 | Cum | 619 ₹6,524.26 | 500 ₹5,270 Lowest | 628 ₹6,619.12 |
| 6.00 | 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. | 590.57 | CUM | 185 ₹1,09,255.45 | 150 ₹88,585.5 Lowest | 180 ₹1,06,302.6 |
| 7.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | 26.5 | Cum | 286 ₹7,579 | 240 ₹6,360 Lowest | 290 ₹7,685 |
| 8.00 | 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.) | 309.18 | SQM | 291 ₹89,971.38 | 200 ₹61,836 Lowest | 295 ₹91,208.1 |
| 9.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Ordinary rock | 93.39 | CUM | 469 ₹43,798.78 | 400 ₹37,355.04 Lowest | 475 ₹44,359.11 |
| 10.00 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 1,023.34 | SQM | 33 ₹33,770.22 | 25 ₹25,583.5 Lowest | 32 ₹32,746.88 |
Tender Value
₹3.4 Cr
EMD Value
₹6.9 L
Closing Date
10 Aug 2026, 5:00 pmClosed
GENERAL MANAGER CONSTRUCTION WING UKPJN HALDWANI
OFFICE OF THE GENERAL MANAGER (KUMAUN), CONSTRUCTION WING, UTTARAKHAND PEYJAL NIGAM, RESIDENTIAL CAMPUS (1ST FLOOR), CALLTAX KATHGODAM, HALDWANI , DISTT.- NAINITAL(263126)
CONSTRUCTION OF DM RESIDENCE AND STAFF QUARTERS IN TANAKPUR DISTRICT-CHAMPAWAT
2026_MDPEY_97735_1
1775/NIVIDA LOHAGHAT / 245 DATED 14/07/2026
Open Tender
Civil Works
Item Rate
365 days
TANKAPUR distt champawat
AS PER TENDER DOCUMENTS
2 documents required · 2 mandatory
₹5,900
PM CONSTRUCTION UNIT UKPJN LOHAGHAT
₹6.9 L
GENERAL MANAGER CONSTRUCTION WING UKPJN HALDWANI
27 Aug 2026
17 Jul 2026
11 Aug 2026
17 Jul 2026
10 Aug 2026
24 Jul 2026
18 Jul 2026 - 22 Jul 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Carriage of Earth INCLUDING ROYALTY (Up To 15km) | 140.9 | CUM | 511.5 | ₹72,070.35 |
| 2 | Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-Incharge all kind of soil | 340.44 | CUM | 169.16 | ₹57,587.98 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as upto 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil. | 663.27 | CUM | 248.07 | ₹1,64,537.39 |
| 4 | Excavation of soil In all kind of soil upto 3.0m to 4.5m. depth | 22.59 | Cum | 459.16 | ₹10,372.42 |
| 5 | In all kind of soil upto 4.5 m to 6.0m. depth | 10.54 | Cum | 628.31 | ₹6,622.39 |
| 6 | 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. | 590.57 | CUM | 186.79 | ₹1,10,312.57 |
| 7 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | 26.5 | Cum | 290 | ₹7,685 |
| 8 | 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.) | 309.18 | SQM | 295.48 | ₹91,356.51 |
| 9 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Ordinary rock | 93.39 | CUM | 475.45 | ₹44,401.13 |
| 10 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 1,023.34 | SQM | 32.54 | ₹33,299.48 |
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