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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC VPO BHAROLI KALAN TEHSIL JHANDUTTA DISTRICT BILASPUR H P 174035 | BHAROLI KALAN | BILASPUR | HIMACHAL PRADESH | 174035 | ₹4.6 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹5.2 LRejected-Finance HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 175047 | ₹5.2 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹5.6 LRejected-Finance NOT SPECIFIED | ₹5.6 L | L3 | Rejected-Finance Rejected |
| 4 | L4₹5.7 LRejected-Finance HIMACHAL PRADESH HP | LAHUL AND SPITI | HIMACHAL PRADESH | 175133 | ₹5.7 L | L4 | Rejected-Finance Rejected |
| 5 | L5₹5.8 LRejected-Finance HIMACHAL PRADESH | ₹5.8 L | L5 | Rejected-Finance Rejected |
Tender Value
₹6.5 L
EMD Value
₹12,910
Closing Date
2 Mar 2026, 5:00 pmClosed
EE HIMUDA DIVISION GHUMARWIN
EE HIMUDA DIVISION GHUMARWIN
Repair restoration of damages caused by heavy rain fall and flash flood in 2025 SH Co retaining wall on the back side of School building and minor repair work at Marottan Tehsil Jhandutta Distt Bilaspur HP
2026_HIMUD_129438_1
E-11-2026
Open Tender
Civil Works
45 days
Marottan
Please refer tender documents
7 documents required · 7 mandatory
₹1,770
₹12,910
9 Apr 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
2 Mar 2026
24 Feb 2026
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 up to all lead and lift , as directed by Engineer-in-charge. (a) All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (up to all width), including dressing of sides and ramming of bottoms, up to all lift, including getting out the excavated soil and disposal of surplus excavated soil all lead and lifts as directed by the Engineer-in- charge. (a) All kinds of soil.
Centering and shuttering including strutting, propping etc. and removal of form work for all heights including carriage of material in all leads and lifts.
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level including carriage of material in all leads and lifts.
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand) : 10 graded stone aggregate 40 mm nominal size) 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 sills, fillets, sunken floor etc., up to all level, excluding the cost of centering, shuttering and finishing including carriage of material in all leads and lifts.
Stone filling behind Retaining wall including carriage of material in all leads and lifts.
Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specificatioclauses 614, 709, 1204. including carriage of material in all lead and lift.
Demolishing cement concrete manually/ by mechanical means including disposal of material all lead & lifts as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge including carriage of material in all leads and lifts.
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