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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.0 LAccepted-AOC KOTI COLONY KOTI DEHRADUN | ₹46.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹47.7 LRejected-Finance | ₹47.7 L | L2 | Rejected-Finance L2 |
| 3 | L3₹48.8 LRejected-Finance | ₹48.8 L | L3 | Rejected-Finance L3 |
| 4 | L4₹49.8 LRejected-Finance VILL PATA POST DESAU KALSI DEHRADUN | ₹49.8 L | L4 | Rejected-Finance L4 |
| 5 | L5₹53.4 LRejected-Finance | ₹53.4 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | SABOOR INDIA L6 | JEET SINGH L4 | M/S HAKAM SINGH L2 | M/s Navneet Kumar L1 | pradeep tomar L5 | Ashok Kuamr L7 | CHUNNI LAL L3 | RAMESH PANWAR L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 technical Specifiction specifications Clause 305.1 of MORD.
PWD SOR, MISCELLANEOUS 1-2 (Jaunpur Block) | 918.75 | cum | 190 ₹1.7 L | 302 ₹2.8 L | 200 ₹1.8 L | 232 ₹2.1 L | 300 ₹2.8 L | 200 ₹1.8 L | 296 ₹2.7 L | 436 ₹4.0 L |
| 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 702, 704, 1202 & 1203 of MORD Specifiction technical specifications Clauses.
PWD SOR, MISCELLANEOUS 1-4 (Jaunpur Block) | 18.5 | cum | 3,200 ₹59,200 | 2,764 ₹51,134 | 4,000 ₹74,000 | 2,485 ₹45,972.50 | 2,500 ₹46,250 | 3,500 ₹64,750 | 2,703 ₹50,005.50 | 3,986 ₹73,741 |
| 3.00 | 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) PWD SOR ,MISCELLANEOUS 1-5 (Jaunpur Block) | 245 | cum | 2,200 ₹5.4 L | 750 ₹1.8 L | 700 ₹1.7 L | 631 ₹1.5 L | 300 ₹73,500 | 550 ₹1.3 L | 734 ₹1.8 L | 1,082 ₹2.7 L |
| 4.00 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications. GI wire 8 gauge BWG .
PWD SOR, MISCELLANEOUS 1-7-2 (Jaunpur Block) | 202.5 | cum | 3,800 ₹7.7 L | 1,392 ₹2.8 L | 1,300 ₹2.6 L | 1,178 ₹2.4 L | 500 ₹1.0 L | 1,500 ₹3.0 L | 1,362 ₹2.8 L | 2,008 ₹4.1 L |
| 5.00 | 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)
PWD SOR , MISCELLANEOUS-1-8 (Jaunpur Block) | 18 | No. | 3,800 ₹68,400 | 5,916 ₹1.1 L | 7,000 ₹1.3 L | 5,250 ₹94,500 | 1,500 ₹27,000 | 7,000 ₹1.3 L | 5,787 ₹1.0 L | 8,531 ₹1.5 L |
| 6.00 | 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.
PWD SOR, MISCELLANEOUS 2-1 (Jaunpur Block) | 1,128.03 | cum | 2,625 ₹29.6 L | 2,753 ₹31.1 L | 2,500 ₹28.2 L | 2,635 ₹29.7 L | 3,500 ₹39.5 L | 3,400 ₹38.4 L | 2,693 ₹30.4 L | 3,971 ₹44.8 L |
| 7.00 | 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.
PWD SOR, MISCELLANEOUS 2-2 (Jaunpur Block) | 19.6 | cum | 3,800 ₹74,480 | 3,060 ₹59,976 | 3,000 ₹58,800 | 2,944 ₹57,702.40 | 1,000 ₹19,600 | 3,400 ₹66,640 | 2,993 ₹58,662.80 | 4,413 ₹86,494.80 |
| 8.00 | Cement Concrete (PCC M-30) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.
PWD SOR, MISCELLANEOUS 2-3 (Jaunpur Block) | 168.75 | cum | 3,900 ₹6.6 L | 5,152 ₹8.7 L | 6,000 ₹10.1 L | 4,064 ₹6.9 L | 5,000 ₹8.4 L | 6,500 ₹11.0 L | 5,040 ₹8.5 L | 7,430 ₹12.5 L |
| 9.00 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12,180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge.
PWD SOR, MISCELLANEOUS 1-10-1 (Jaunpur Block) | 289.74 | cum | 200 ₹57,948 | 48 ₹13,907.52 | 55 ₹15,935.70 | 33 ₹9,561.42 | 1 ₹289.74 | 145 ₹42,012.30 | 46 ₹13,328.04 | 69 ₹19,992.06 |
| 10.00 | Disposal of land slide/slip/excavated material/dismantled material/malba/rubbish/similar unserviceable by mechanical transport including loading,transporting ,unloading to dumping ground for lead up to 1.0 km for all lifts, complete as per direction of Engineer-in-charge. The distance shall be measured one side only and the volume of material wiil be calculated by applying the following bulking factors. (a) for common excavation material-1.2,(b) For excavated rock-1.4 (NSI) | 2,086.13 | Per cum/ Per km | 90 ₹1.9 L | 17 ₹35,464.21 | 20 ₹41,722.60 | 59 ₹1.2 L | 1 ₹2,086.13 | 350 ₹7.3 L | 16.94 ₹35,339.04 | 25 ₹52,153.25 |
Tender Value
₹72.3 L
EMD Value
₹1.4 L
Closing Date
8 May 2025, 5:00 pmClosed
EE CIVIL I LMP
EE CIVIL I LMP UJVNL DAKPATHAR
Protection works for left bank approach road at Nala (J.P. nala, Dhindala nala) near village Kandriyan in Lakhwar Multipurpose Project
2025_UJVN_82823_1
04/EE(Civil-I)/LMP/2025-26
Open Tender
Civil Works - Roads
180 days
KANDRIYAN
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
GM CIVIL LAKHWAR PROJECT UJVNL DAKPATHAR
₹1.4 L
15 Dec 2025
17 Apr 2025
14 May 2025
18 Apr 2025
8 May 2025
18 Apr 2025
Amount
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 Specifiction specifications Clause 305.1 of MORD. PWD SOR, MISCELLANEOUS 1-2 (Jaunpur Block)
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 702, 704, 1202 & 1203 of MORD Specifiction technical specifications Clauses. PWD SOR, MISCELLANEOUS 1-4 (Jaunpur Block)
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) PWD SOR ,MISCELLANEOUS 1-5 (Jaunpur Block)
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications. GI wire 8 gauge BWG . PWD SOR, MISCELLANEOUS 1-7-2 (Jaunpur Block)
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) PWD SOR , MISCELLANEOUS-1-8 (Jaunpur Block)
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. PWD SOR, MISCELLANEOUS 2-1 (Jaunpur Block)
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. PWD SOR, MISCELLANEOUS 2-2 (Jaunpur Block)
Cement Concrete (PCC M-30) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications. PWD SOR, MISCELLANEOUS 2-3 (Jaunpur Block)
Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12,180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge. PWD SOR, MISCELLANEOUS 1-10-1 (Jaunpur Block)
Disposal of land slide/slip/excavated material/dismantled material/malba/rubbish/similar unserviceable by mechanical transport including loading,transporting ,unloading to dumping ground for lead up to 1.0 km for all lifts, complete as per direction of Engineer-in-charge. The distance shall be measured one side only and the volume of material wiil be calculated by applying the following bulking factors. (a) for common excavation material-1.2,(b) For excavated rock-1.4 (NSI)
M/S HAKAM SINGH (BID ID -379240)
CHUNNI LAL (BID ID -379190)
JEET SINGH (BID ID -379026)
pradeep tomar (BID ID -378988)
SABOOR INDIA (BID ID -378562)
Ashok Kuamr (BID ID -379181)
RAMESH PANWAR (BID ID -379109)
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