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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical VILLAGE KARLWHAN P O BHARGAON TEHSIL KOTLI DISTT MANDI HIMACHAL PRADESH | Accepted-Technical Responsive |
| 2 | Accepted-Technical R O VILLAGE HIUN P O SAIGALOO TEHSIL KOTLI DISTT MANDI HP | Accepted-Technical Responsive |
| 3 | Accepted-Technical SET NO 75 TYPE III BROACK HURST CHHOTA SHIMLA TEHSIL DISTRICT SHIMLA HP 171002 | SHIMLA | HIMACHAL PRADESH | 171002 | Accepted-Technical Responsive |
| 4 | Accepted-Technical | Accepted-Technical Responsive |
| 5 | Accepted-Technical | Accepted-Technical Responsive |
Tender Value
₹3.0 L
EMD Value
₹6,100
Closing Date
27 Mar 2026, 12:00 pmClosed
Additional Commissioner
Municipal Corporation Mandi H.P.
Rejuvenation of bawari near DRDA Office Jail Road Mandi W.No. 7 Talyahar, Mandi H.P.
2026_UDDHP_131844_10
UD/MC/MND/online bids/2026-2634-35 dt 17.3.2026
Open Tender
Civil Works
Item Rate
90 days
w.no. 7, Talyahar
Valid enlistment of contractor in class C or D of IPH or PWD Dept, Tender Form Fee, EMD, EPF No, GST No, PAN No
7 documents required · 7 mandatory
₹350
Commissioner
₹6,100
1 Apr 2026
19 Mar 2026
27 Mar 2026
19 Mar 2026
27 Mar 2026
19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation, trenches etc. in earth work, lift up to 1.5
Meters stacking the excavated soil not more than 3 Meters clear from
the edge of the excavation and then returning the stacked soil in 15CM cm layers, when required in to plinths sides of foundations etc., consolidatingeach deposited layer by ramming and watering and then disposing of all
Surplus excavated earth as directed with in a lead of 20 Meters.
Ordinary rock | 0.18 | CUM | - | - |
| 2 | 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 40 mm nominal size) | 0.18 | CUM | - | - |
| 3 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, 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). | 2.59 | CUM | - | - |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | 259 | kg | - | - |
| 5 | Centering and shuttering including strutting ,propping etc and removal of form work for Retainning walls, return walls, walls (any thickness)including attached plaster butteress plinth and strings course fillets kerbs and steps etc. | 24.09 | Sqm | - | - |
| 6 | Supplying filling, spreading& levelling stone boulder of size range 5cm to 20cm ,in recharge pit,in the required thickness ,for all leads & lifts ,all complete as per direction of Engineer –in charge . | 3.24 | CUM | - | - |
| 7 | 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) | 3.24 | CUM | - | - |
| 8 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). | 22.05 | Sqm | - | - |
| 9 | Providing and fixing Khaprail of size 200x100mm size on RCC Roof fixed over 12mm thick bedding layer of cement mortar 1:3 (1 cement : 3 fine sand) including jointing in neat cement slurry @ 3.3 Kg/Sqm and pointing in white cement mixed with pigment of matching shade all as directed by Engineer-in-charge | 22.68 | Sqm | - | - |
| 10 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | 3.67 | Sqm | - | - |
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