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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.2 LAdmitted-Finance | ₹32.2 L | L1 | Admitted-Finance |
| 2 | L2₹32.4 L+₹15,333.30 (0.48%)Admitted-Finance | ₹32.4 L+₹15,333.30 (0.48%) | L2 | Admitted-Finance |
| 3 | L3₹32.9 L+₹62,488.30 (1.94%)Admitted-Finance VILLAGE SORNA P O DOBRI TEHSIL VIKASNAGAR DISTT DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹32.9 L+₹62,488.30 (1.94%) | L3 | Admitted-Finance |
| 4 | L4₹33.3 L+₹1.0 L (3.24%)Admitted-Finance | ₹33.3 L+₹1.0 L (3.24%) | L4 | Admitted-Finance |
| 5 | L5₹34.3 L+₹2.1 L (6.48%)Admitted-Finance VILL PATA POST DESAU KALSI DEHRADUN | ₹34.3 L+₹2.1 L (6.48%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SABOOR INDIA L7 | JEET SINGH L5 | sarf singh L2 | M/S ARJUN SINGH TOMAR L1 | M/S V.P.S ENTERPRISES L4 | RAMESH PANWAR L3 | M/S BHARAT SINGH TOMAR L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing Grass and Removal of Rubbish -Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . | 0.1 | hectare | 35,000 ₹3,500 | 27,470 ₹2,747 | 25,847 ₹2,584.7 | 25,728 ₹2,572.8 | 28,287 ₹2,828.7 | - | 10,000 ₹1,000 Lowest |
| 2.00 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) By Mechanical Means for items No. 2.04( b) & ( c) Cement Concrete Grade M-15 & M-20 | 158.4 | Cum. | 553 ₹87,595.2 | 970 ₹1,53,648 | 918 ₹1,45,411.2 | 914 ₹1,44,777.6 | 200 ₹31,680 Lowest | 703.15 ₹1,11,378.96 | 600 ₹95,040 |
| 3.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technicalspecifications Clause 305.1 of MORD Specifiction. | 664.65 | Cum. | 220 ₹1,46,223 | 290 ₹1,92,748.5 | 277 ₹1,84,108.05 | 275 ₹1,82,778.75 | 100 ₹66,465 Lowest | 254.1 ₹1,68,887.57 | 100 ₹66,465 Lowest |
| 4.00 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 46.5 | Cum. | 4,300 ₹1,99,950 | 4,250 ₹1,97,625 | 4,001 ₹1,86,046.5 | 3,982 ₹1,85,163 | 2,700 ₹1,25,550 Lowest | 4,411.44 ₹2,05,131.96 | 5,000 ₹2,32,500 |
| 5.00 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for propercompletion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction. | 713 | Cum. | 3,333 ₹23,76,429 | 2,820 ₹20,10,660 | 2,657 ₹18,94,441 | 2,645 ₹18,85,885 Lowest | 3,000 ₹21,39,000 | 2,645.04 ₹18,85,913.52 | 3,400 ₹24,24,200 |
| 6.00 | 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). | 92 | Nos. | 3,900 ₹3,58,800 Lowest | 6,030 ₹5,54,760 | 5,675 ₹5,22,100 | 5,648 ₹5,19,616 | 5,500 ₹5,06,000 | 6,500 ₹5,98,000 | 6,500 ₹5,98,000 |
| 7.00 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction. | 20 | Cum. | 3,500 ₹70,000 | 2,702 ₹54,040 | 2,543 ₹50,860 | 2,531 ₹50,620 Lowest | 3,300 ₹66,000 | 2,843.2 ₹56,864 | 4,000 ₹80,000 |
| 8.00 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction. | 1 | Cum. | 3,496 ₹3,496 | 1,614 ₹1,614 | 1,519 ₹1,519 | 1,512 ₹1,512 | 1,100 ₹1,100 Lowest | 1,396.08 ₹1,396.08 | 2,000 ₹2,000 |
| 9.00 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications). | 131 | Cum. | 2,900 ₹3,79,900 | 740 ₹96,940 | 697 ₹91,307 | 694 ₹90,914 | 650 ₹85,150 Lowest | 694.26 ₹90,948.06 | 1,000 ₹1,31,000 |
| 10.00 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter. | 425 | Rmt. | 160 ₹68,000 | 210 ₹89,250 | 203 ₹86,275 | 202 ₹85,850 | 142 ₹60,350 Lowest | 155.6 ₹66,130 | 250 ₹1,06,250 |
Tender Value
₹49.6 L
EMD Value
₹1.3 L
Closing Date
29 Jun 2026, 5:00 pmClosed
Executive Engineer (Civil-III) LMPP
Executive Engineer (Civil-III) Lakhwar Multipurpose Project Dakpathar (Distt-Dehradun)
Protection work of Badhani Nala near Intake site of Lakhwar MPP
2026_UJVN_96329_1
06/EE(Civil-III)/LMP/2026-27
Open Tender
Civil Works - Others
Item Rate
Dakpathar
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,360
GM (Civil) Lakhwar Project UJVN Ltd Dakpathar
₹1.3 L
3 Sept 2026
6 Jun 2026
1 Jul 2026
6 Jun 2026
29 Jun 2026
9 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing Grass and Removal of Rubbish -Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . | 0.1 | hectare | - | - |
| 2 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) By Mechanical Means for items No. 2.04( b) & ( c) Cement Concrete Grade M-15 & M-20 | - | Cum. | - | - |
| 3 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technicalspecifications Clause 305.1 of MORD Specifiction. | 1 | Cum. | - | - |
| 4 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | - | Cum. | - | - |
| 5 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for propercompletion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction. | - | Cum. | - | - |
| 6 | 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). | - | Nos. | - | - |
| 7 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction. | - | Cum. | - | - |
| 8 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction. | - | Cum. | - | - |
| 9 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications). | - | Cum. | - | - |
| 10 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter. | - | Rmt. | - | - |
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