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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAdmitted-Finance DHALIWAL | ₹2.2 L | L1 | Admitted-Finance |
| 2 | L2₹3.1 LAdmitted-Finance | ₹3.1 L | L2 | Admitted-Finance |
| 3 | L3₹3.3 LAdmitted-Finance | ₹3.3 L | L3 | Admitted-Finance |
| 4 | L4₹3.4 LAdmitted-Finance | ₹3.4 L | L4 | Admitted-Finance |
| 5 | L5₹3.5 LAdmitted-Finance VILL DUMAL P O PANJAHRA TEHSIL NURPUR DISTT KANGRA HP | MANDI | HIMACHAL PRADESH | 175013 | ₹3.5 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Tilak Raj Govt Contractor L5 | M/s Kamla Contruction L1 | Davinder Singh L4 | Manveer construction L2 | ROBIN SHARMA GOVT. CONTRACTOR L3 | subhash chand L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 mtr. | 37.5 | Cum | 250 ₹9,375 | 80 ₹3,000 | 500 ₹18,750 | 150 ₹5,625 | 200 ₹7,500 | 550 ₹20,625 |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering & shuttering - All work up to plinth level : 1:4:8 (1: cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size) | 37.5 | Cum | 3,200 ₹1.2 L | 2,200 ₹82,500 | 3,100 ₹1.2 L | 2,800 ₹1.1 L | 3,200 ₹1.2 L | 3,500 ₹1.3 L |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering & shuttering - All work up to plinth level :- 1:2:4 (1: Cement : 2 coarse sand : 4 graded stone agg. 20 mm nominal size) | 37.5 | Cum | 4,800 ₹1.8 L | 3,300 ₹1.2 L | 4,680 ₹1.8 L | 4,800 ₹1.8 L | 5,100 ₹1.9 L | 4,500 ₹1.7 L |
| 4.00 | Form work Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns | 15 | Sqm | 300 ₹4,500 | 80 ₹1,200 | 220 ₹3,300 | 150 ₹2,250 | 20 ₹300 | 140 ₹2,100 |
| 5.00 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and topmost layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 mtr : all kinds of soil. | 63 | Cum | 400 ₹25,200 | 80 ₹5,040 | 160 ₹10,080 | 110 ₹6,930 | 20 ₹1,260 | 500 ₹31,500 |
| 6.00 | Surface dressing of the ground including removing vegetation and in-equalities 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 | 60 | Sqm | 10 ₹600 | 5 ₹300 | 20 ₹1,200 | 10 ₹600 | 1 ₹60 | 60 ₹3,600 |
| 7.00 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450 mm dia RCC pipes | 6 | Rmtr | 2,200 ₹13,200 | 999 ₹5,994 | 3,300 ₹19,800 | 1,200 ₹7,200 | 1,400 ₹8,400 | 2,500 ₹15,000 |
Tender Value
₹4.6 L
EMD Value
₹9,300
Closing Date
12 Jan 2026, 6:00 pmClosed
Commissioner
Municipal Corporation Una
Construction of Pucca Path for Approach to New Building of D.T.O. Residence at Una in Distt. Una H.P.
2025_UDDHP_124581_2
MCU/e-tender/2025/2886-2889 Dated 24/12/2025
Open Tender
Civil Works - Highways
Municipal Corporation Una
refer cover 1
3 documents required · 3 mandatory
₹500
Commissioner
₹9,300
Yes
20 Jan 2026
5 Jan 2026
13 Jan 2026
5 Jan 2026
12 Jan 2026
5 Jan 2026
Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 mtr.
Providing and laying in position cement concrete of specified grade excluding the cost of centering & shuttering - All work up to plinth level : 1:4:8 (1: cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering & shuttering - All work up to plinth level :- 1:2:4 (1: Cement : 2 coarse sand : 4 graded stone agg. 20 mm nominal size)
Form work Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and topmost layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 mtr : all kinds of soil.
Surface dressing of the ground including removing vegetation and in-equalities 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
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450 mm dia RCC pipes
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