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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹72.6 LAdmitted-Fee/PreQual/Technical/Finance 70 GOVIND NAGAR RISHIKESH DEHRADUN UTTARAKHAND | ₹72.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹79.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹79.6 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹81.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹81.4 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹81.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹81.5 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹91.2 LAdmitted-Fee/PreQual/Technical/Finance VILLAGE BHITRALI PO HATHIPAON DISTT DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹91.2 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Mahendra Singh L5 | Balbir Singh L3 | Neer Infraventures L1 | MS SOBAN SINGH L4 | MQS CONSTRUCTIONS L7 | RAMESH SINGH KATHAIT L2 | Virendra Singh Rawat L8 | SATISH PUNDIR L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Hill side cutting of road | |||||||||||
| 1.10 | 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 technical specifications
Clause 305.1 of MORD Specifiction | 1,339.51 | cum | 327 ₹4,38,019.77 | 292 ₹3,91,136.92 | 50 ₹66,975.5 Lowest | 307.71 ₹4,12,180.62 | 389.5 ₹5,21,739.15 | 200 ₹2,67,902 | 450 ₹6,02,779.5 | 200 ₹2,67,902 |
| 2.00 | 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 | 527.56 | cum | 3,180 ₹16,77,640.8 | 2,840 ₹14,98,270.4 Lowest | 3,200 ₹16,88,192 | 3,200 ₹16,88,192 | 3,786.1 ₹19,97,394.92 | 3,000 ₹15,82,680 | 4,000 ₹21,10,240 | 3,250 ₹17,14,570 |
| 3.00 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 &
1203 | 89.94 | cum | 4,093 ₹3,68,124.42 | 3,654 ₹3,28,640.76 | 4,000 ₹3,59,760 | 4,000 ₹3,59,760 | 4,872.1 ₹4,38,196.67 | 3,500 ₹3,14,790 Lowest | 6,500 ₹5,84,610 | 4,100 ₹3,68,754 |
| 4.00 | 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 | 1,030.14 | cum | 1,861 ₹19,17,090.54 | 1,661 ₹17,11,062.54 | 2,000 ₹20,60,280 | 1,800 ₹18,54,252 | 2,215.3 ₹22,82,069.14 | 1,600 ₹16,48,224 Lowest | 3,200 ₹32,96,448 | 1,900 ₹19,57,266 |
| 5.00 | 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) | 974.78 | cum | 861 ₹8,39,285.58 | 768 ₹7,48,631.04 | 50 ₹48,739 Lowest | 1,000 ₹9,74,780 | 1,024.5 ₹9,98,662.11 | 800 ₹7,79,824 | 1,800 ₹17,54,604 | 870 ₹8,48,058.6 |
| 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). | 50 | Nos | 7,101 ₹3,55,050 | 6,340 ₹3,17,000 Lowest | 8,453 ₹4,22,650 | 6,677.87 ₹3,33,893.5 | 8,453 ₹4,22,650 | 7,000 ₹3,50,000 | 9,000 ₹4,50,000 | 7,200 ₹3,60,000 |
| 7.00 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical
specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | 150 | cum | 3,444 ₹5,16,600 | 3,075 ₹4,61,250 | 3,500 ₹5,25,000 | 3,239.24 ₹4,85,886 | 4,100 ₹6,15,000 | 2,500 ₹3,75,000 Lowest | 5,500 ₹8,25,000 | 3,500 ₹5,25,000 |
| 8.00 | CONSTRUCTION OF PARAPET IN RR (1:5) MASONARY AS PER ATTACHED DRAWING | 100 | Nos | 3,985 ₹3,98,500 | 3,558 ₹3,55,800 | 4,500 ₹4,50,000 | 3,747.83 ₹3,74,783 | 4,744.09 ₹4,74,409 | 3,000 ₹3,00,000 Lowest | 6,500 ₹6,50,000 | 4,000 ₹4,00,000 |
| 9.00 | Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1 Construction of reference pillars (burjee) @ 20 m on both sides and @ 8.33 m
interval on curves | 1.32 | per km | 6,301 ₹8,317.32 | 5,626 ₹7,426.32 | 7,501 ₹9,901.32 | 5,925.95 ₹7,822.25 | 7,501.2 ₹9,901.58 | 5,000 ₹6,600 Lowest | 30,000 ₹39,600 | 6,400 ₹8,448 |
Tender Value
Refer Docs
EMD Value
₹2.6 L
Closing Date
1 Jun 2026, 3:00 pmClosed
Executive Engineer PD PWD Dehradun
Office of Executive Engineer PD PWD Dehradun
Construction of alternative route for residential units above the lower terminal point of the ropeway project from Purukul village to Mussoorie (Library Chowk) in Dehradun District.
2026_pwd_92074_1
Camp/Memo Dt. 12.02.2026
Open Tender
Civil Works
Item Rate
120 days
Dehradun
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Executive Engineer
₹2.6 L
30 Jun 2026
17 Feb 2026
1 Jun 2026
18 Feb 2026
1 Jun 2026
19 Feb 2026
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