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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAdmitted-Finance VILLAGE DAK P O DAHAB TEHSIL FATEHPUR DISTT KANGRA H P 176051 | DAHAB | KANGRA | HIMACHAL PRADESH | 176051 | ₹5.7 L | L1 | Admitted-Finance |
| 2 | L2₹6.0 LAdmitted-Finance | ₹6.0 L | L2 | Admitted-Finance |
| 3 | L3₹6.0 LAdmitted-Finance | ₹6.0 L | L3 | Admitted-Finance |
| 4 | L4₹6.9 LAdmitted-Finance VILLAGE PO GOLI TEHSIL DALHOUSIE DISTT CHAMBA HP | CHAMBA | HIMACHAL PRADESH | 176207 | ₹6.9 L | L4 | Admitted-Finance |
| 5 | L5₹7.0 LAdmitted-Finance M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | ₹7.0 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Munish Sharma Govt Contractor L6 | MUNISH KUMAR L1 | subhash chand L4 | Manveer construction L2 | ROBIN SHARMA GOVT. CONTRACTOR L3 | VIKAS SHARMA L5 |
|---|---|---|---|---|---|---|---|---|---|
| 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) | 58.37 | Cum | 350 ₹20,429.50 | 500 ₹29,185 | 450 ₹26,266.50 | 450 ₹26,266.50 | 375 ₹21,888.75 | 700 ₹40,859 |
| 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. | 17.72 | Cum | 140 ₹2,480.80 | 100 ₹1,772 | 100 ₹1,772 | 90 ₹1,594.80 | 75 ₹1,329 | 120 ₹2,126.40 |
| 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) | 57.86 | Cum | 3,200 ₹1.9 L | 2,800 ₹1.6 L | 3,100 ₹1.8 L | 2,990 ₹1.7 L | 3,600 ₹2.1 L | 3,002 ₹1.7 L |
| 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, kerbis and steps | 39.36 | Sqm | 150 ₹5,904 | 100 ₹3,936 | 150 ₹5,904 | 140 ₹5,510.40 | 150 ₹5,904 | 220 ₹8,659.20 |
| 5.00 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 250 mm dia. R.C.C. pipe | 121 | rmt | 800 ₹96,800 | 800 ₹96,800 | 950 ₹1.1 L | 780 ₹94,380 | 450 ₹54,450 | 920 ₹1.1 L |
| 6.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete | 16.53 | CUM | 200 ₹3,306 | 200 ₹3,306 | 300 ₹4,959 | 250 ₹4,132.50 | 325 ₹5,372.25 | 500 ₹8,265 |
| 7.00 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge | 414.62 | SQM | 630 ₹2.6 L | 425 ₹1.8 L | 540 ₹2.2 L | 470 ₹1.9 L | 475 ₹2.0 L | 580 ₹2.4 L |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide | 121.6 | RMT | 150 ₹18,240 | 30 ₹3,648 | 150 ₹18,240 | 50 ₹6,080 | 70 ₹8,512 | 60 ₹7,296 |
| 9.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement: 2 coarse sand): 4 graded stone aggregate 20 mm nominal size | 23.23 | CUM | 5,000 ₹1.2 L | 3,800 ₹88,274 | 4,600 ₹1.1 L | 3,800 ₹88,274 | 4,050 ₹94,081.50 | 4,200 ₹97,566 |
| 10.00 | Steel work welded in built up sections/framed work, Including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc., as required in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 90 | KG | 90 ₹8,100 | 90 ₹8,100 | 105 ₹9,450 | 110 ₹9,900 | 89 ₹8,010 | 98 ₹8,820 |
Tender Value
₹9.0 L
EMD Value
₹18,100
Closing Date
9 Feb 2026, 6:00 pmClosed
Commissioner
Municipal Corporation Una
C/o path from L/R Arniala towards H/o Sh. Hazari Lal from L/R to H/o Sh. Umesh towards H/o Smt. Aruna Sharma in the then G.P. Arniala Lower now merged in the Municipal Corporation Una.
2026_UDDHP_127171_2
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
₹18,100
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, kerbis and steps
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 250 mm dia. R.C.C. pipe
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge
Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement: 2 coarse sand): 4 graded stone aggregate 20 mm nominal size
Steel work welded in built up sections/framed work, Including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc., as required in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
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