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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAdmitted-Finance | ₹4.9 L | L1 | Admitted-Finance |
| 2 | L2₹6.1 LAdmitted-Finance | ₹6.1 L | L2 | Admitted-Finance |
| 3 | L3₹6.2 LAdmitted-Finance | ₹6.2 L | L3 | Admitted-Finance |
| 4 | L4₹6.2 LAdmitted-Finance ANDHRA POWER HOUSE DIVISION HPSEBL CHIRGAON 171208 | SHIMLA | HIMACHAL PRADESH | 171208 | ₹6.2 L | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | JOGINDER KUMAR L2 | SAVITA DEVI L1 | RAJESH KUMAR L4 | RAJNISH KUMAR L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.2.7.1 Ordinary rock | 362.08 | cum | 250 ₹90,520 | 200 ₹72,416 Lowest | 262 ₹94,864.96 | 260 ₹94,140.8 |
| 2.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1. Cement mortar 1:4 (1 cement : 4 coarse sand) | 29.44 | cum | 8,200 ₹2,41,408 | 7,800 ₹2,29,632 Lowest | 8,052 ₹2,37,050.88 | 8,050 ₹2,36,992 |
| 3.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
5.1.3 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) | 3.39 | cum | 6,250 ₹21,212.5 | 275 ₹933.35 Lowest | 6,272 ₹21,287.17 | 6,270 ₹21,280.38 |
| 4.00 | Steel reinforcement for R.C.C Slab. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.1 Mild steel and Medium Tensile steel bars | 314.72 | kg | 110 ₹34,618.76 | 90 ₹28,324.44 Lowest | 93 ₹29,268.59 | 92 ₹28,953.87 |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.3 Suspended floors, roofs, landings, balconies and access platform | 32 | sqm | 280 ₹8,960 | 170 ₹5,440 Lowest | 292 ₹9,344 | 290 ₹9,280 |
| 6.00 | Providing and fixing 15 cm wide, 45 cm overall semicircular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.
12.7.1 0.80 mm thick with zinc coating not less than 275 gm/m² | 200 | meter | 700 ₹1,40,000 | 550 ₹1,10,000 Lowest | 768 ₹1,53,600 | 765 ₹1,53,000 |
| 7.00 | 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 | 160 | meter | 450 ₹72,000 | 300 ₹48,000 Lowest | 470 ₹75,200 | 460 ₹73,600 |
Tender Value
Refer Docs
EMD Value
₹12,500
Closing Date
30 Jul 2026, 11:00 amClosed
Commissioner
M C palampur
C/o Roof Rain Water Harvesting Structure and trench in Jotkiyan Basti MC Palampur
2026_UDDHP_139003_1
1 MC- Palam(1)2025-62
Open Tender
Civil Works
Item Rate
Municipal Corporation Palampur
Please refer Tender documents.
5 documents required · 5 mandatory
₹590
Commissioner
₹12,500
1 Aug 2026
14 Jul 2026
31 Jul 2026
14 Jul 2026
30 Jul 2026
15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.2.7.1 Ordinary rock | 1 | cum | - | - |
| 2 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1. Cement mortar 1:4 (1 cement : 4 coarse sand) | - | cum | - | - |
| 3 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
5.1.3 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) | - | cum | - | - |
| 4 | Steel reinforcement for R.C.C Slab. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.1 Mild steel and Medium Tensile steel bars | 0.4 | kg | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.3 Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 6 | Providing and fixing 15 cm wide, 45 cm overall semicircular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.
12.7.1 0.80 mm thick with zinc coating not less than 275 gm/m² | - | meter | - | - |
| 7 | 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 | - | meter | - | - |
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