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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹71.1 L+₹6.6 L (10.3%)Admitted-Fee/PreQual/Technical/Finance VILLAGE NINUS POST DARMIGARD TEHSIL TUINI DISTT DEHRADUN UTTARAKHAND | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹75.0 L+₹10.5 L (16.2%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹76.7 L+₹12.2 L (18.9%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹77.4 L+₹12.9 L (19.9%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BABAL SINGH TOMAR L3 | Shoorbir Singh Chauhan L5 | Ms Ajab Singh Rana And Bros L7 | Sanjay Joshi L2 | PURAN SINGH L1 | ATAR SINGH CHAUHAN L8 | JAI SINGH L10 | MANISH RAWAT L4 | YASHPAL TOMAR L9 | BALVEER SINGH TOMAR L11 | Santram Sharma L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in hill road (hill side cutting/filling):- Excavation in hilly area for construction of road in all types of soils & rocks with E&B and BLB as met at site true to lines as per plan, X section, L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/ manual means indicated in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge. | 1 | L.S | 50,00,000 ₹50,00,000 | 58,51,339.17 ₹58,51,339.17 | 62,00,000 ₹62,00,000 | 48,84,936 ₹48,84,936 | 45,50,000 ₹45,50,000 Lowest | 62,50,000 ₹62,50,000 | 81,41,500 ₹81,41,500 | 63,41,000 ₹63,41,000 | 66,75,000 ₹66,75,000 | 81,41,600 ₹81,41,600 | 60,00,000 ₹60,00,000 |
| 2.00 | Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. (Placing tipper at unloading point excluding time for haulage and return trip) | 14,841.81 | cum | 11.5 ₹1,70,680.82 | 8.7 ₹1,29,123.75 | 13 ₹1,92,943.53 | 10.29 ₹1,52,722.22 | 7 ₹1,03,892.67 Lowest | 12.1 ₹1,79,585.9 | 12 ₹1,78,101.72 | 8 ₹1,18,734.48 | 12 ₹1,78,101.72 | 12.1 ₹1,79,585.9 | 10 ₹1,48,418.1 |
| 3.00 | Haulage excluding Loading & Unloading-Haulage of materials by tipper excluding cost of loading, unloading and stacking. Unsurfaced Gravel Road | 14,841.81 | cum | 10.6 ₹1,57,323.19 | 7.93 ₹1,17,695.55 | 20 ₹2,96,836.2 | 9.38 ₹1,39,216.18 | 7 ₹1,03,892.67 | 11.04 ₹1,63,853.58 | 11 ₹1,63,259.91 | 4 ₹59,367.24 Lowest | 11 ₹1,63,259.91 | 12 ₹1,78,101.72 | 10 ₹1,48,418.1 |
| 4.00 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). | 250 | nos | 8,450 ₹21,12,500 | 6,378.1 ₹15,94,525 | 7,400 ₹18,50,000 | 7,543.33 ₹18,85,832.5 | 6,600 ₹16,50,000 | 8,874.5 ₹22,18,625 | 8,874 ₹22,18,500 | 4,350 ₹10,87,500 Lowest | 8,874 ₹22,18,500 | 8,874.5 ₹22,18,625 | 8,400 ₹21,00,000 |
| 5.00 | Construction of back pillars , of length 300mm, width 300mm and km height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications for rural roads. | 200 | nos | 270.2 ₹54,040 | 204.25 ₹40,850 | 281.5 ₹56,300 | 241.57 ₹48,314 | 200 ₹40,000 Lowest | 284.2 ₹56,840 | 284.1 ₹56,820 | 284.2 ₹56,840 | 284 ₹56,800 | 285 ₹57,000 | 250 ₹50,000 |
| 6.00 | Construction of Job pillers of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications for rural roads. | 5 | nos | 655 ₹3,275 | 495.18 ₹2,475.9 Lowest | 800 ₹4,000 | 585.65 ₹2,928.25 | 500 ₹2,500 | 689 ₹3,445 | 500 ₹2,500 | 689 ₹3,445 | 689 ₹3,445 | 690 ₹3,450 | 500 ₹2,500 |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
22 Sept 2026, 3:00 pmClosed
Executive Engineer, Temp. Div. PWD Chakrata
Executive Engineer, Temp. Div. PWD Chakrata
Extension work of Rohta-Atal Motor Road from Km 5.00 onwards, located in Chakrata Block of Chakrata Constituency, District Dehradun, under the State Sector.
2026_pwd_99117_1
1463/4A, Dated 13-08-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Chakrata Constituency
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer, Temp. Div. PWD Chakrata
₹2.6 L
22 Sept 2026
19 Aug 2026
22 Sept 2026
19 Aug 2026
22 Sept 2026
26 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in hill road (hill side cutting/filling):- Excavation in hilly area for construction of road in all types of soils & rocks with E&B and BLB as met at site true to lines as per plan, X section, L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/ manual means indicated in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge. | 1 | L.S | - | - |
| 2 | Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. (Placing tipper at unloading point excluding time for haulage and return trip) | 14,841.81 | cum | - | - |
| 3 | Haulage excluding Loading & Unloading-Haulage of materials by tipper excluding cost of loading, unloading and stacking. Unsurfaced Gravel Road | 14,841.81 | cum | - | - |
| 4 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). | 250 | nos | - | - |
| 5 | Construction of back pillars , of length 300mm, width 300mm and km height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications for rural roads. | 200 | nos | - | - |
| 6 | Construction of Job pillers of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications for rural roads. | 5 | nos | - | - |
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