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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAdmitted-Finance VILLAGE DAK P O DAHAB TEHSIL FATEHPUR DISTT KANGRA H P 176051 | DAHAB | KANGRA | HIMACHAL PRADESH | 176051 | ₹7.2 L | L1 | Admitted-Finance |
| 2 | L2₹7.2 LAdmitted-Finance M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | ₹7.2 L | L2 | Admitted-Finance |
| 3 | L3₹7.4 LAdmitted-Finance | ₹7.4 L | L3 | Admitted-Finance |
| 4 | L4₹8.4 LAdmitted-Finance WARD NO 06 BLOCK NO 15 NEAR MC PARK UNA H P | UNA | UNA | HIMACHAL PRADESH | ₹8.4 L | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MAHESH ANGRA L3 | VIKAS SHARMA L2 | MOHIT BEDI L4 | MUNISH KUMAR L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 13.64 | CUM | 450 ₹6,138 | 600 ₹8,184 | 300 ₹4,092 | 500 ₹6,820 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 70.56 | CUM | 90 ₹6,350.40 | 120 ₹8,467.20 | 170 ₹11,995.20 | 100 ₹7,056 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand): 8 graded stone aggregate 40 mm nominal size) | 22.68 | CUM | 2,990 ₹67,813.20 | 2,920 ₹66,225.60 | 3,350 ₹75,978 | 3,000 ₹68,040 |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc | 100.71 | SQM | 140 ₹14,099.40 | 220 ₹22,156.20 | 200 ₹20,142 | 100 ₹10,071 |
| 5.00 | Suspended floors, roofs, landings, balconies and access platform | 71.4 | SQM | 250 ₹17,850 | 240 ₹17,136 | 300 ₹21,420 | 150 ₹10,710 |
| 6.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window silis, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing1:3:6 (1 cement: 3 coarse sand): 6 graded stone aggregate 20 mm nominal size) | 31.89 | CUM | 3,249 ₹1.0 L | 3,480 ₹1.1 L | 4,500 ₹1.4 L | 3,500 ₹1.1 L |
| 7.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window silis, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size). | 32.13 | CUM | 4,999 ₹1.6 L | 5,000 ₹1.6 L | 5,800 ₹1.9 L | 4,500 ₹1.4 L |
| 8.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars | 4,819.5 | KG | 75 ₹3.6 L | 68 ₹3.3 L | 78 ₹3.8 L | 75 ₹3.6 L |
Tender Value
₹8.4 L
EMD Value
₹16,900
Closing Date
9 Feb 2026, 6:00 pmClosed
Commissioner
Municipal Corporation Una
C/o Pulli/Slab near H/o Smt. Ashwani Dutta in the then G.P. Arniala Lower now merged in the Municipal Corporation Una.
2026_UDDHP_127171_4
MCU/e-tender/2026/226-230 dated 24.01.26
Open Tender
Civil Works
Municipal Corporation Una
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
Commissioner
₹16,900
24 Feb 2026
2 Feb 2026
10 Feb 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand): 8 graded stone aggregate 40 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc
Suspended floors, roofs, landings, balconies and access platform
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window silis, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing1:3:6 (1 cement: 3 coarse sand): 6 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window silis, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars
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