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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical HIMACHAL PRADESH HP | Accepted-Technical Responsive |
| 2 | Accepted-Technical | Accepted-Technical Responsive |
| 3 | Accepted-Technical | Accepted-Technical Responsive |
| 4 | Accepted-Technical NOT AVAILABLE | FARIDABAD | HARYANA | 121004 | Accepted-Technical Responsive |
Tender Value
₹8.4 L
EMD Value
₹16,800
Closing Date
27 Mar 2026, 12:00 pmClosed
Additional Commissioner
Municipal Corporation Mandi H.P.
Construction of Samudayak Bhawan near Chaturbhuja Mandir at Purani Mandi W.No. 2
2026_UDDHP_131844_4
UD/MC/MND/online bids/2026-2634-35 dt 17.3.2026
Open Tender
Civil Works
Item Rate
90 days
W.No. 2, Purani Mandi
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
₹16,800
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 |
|---|---|---|---|---|---|
| 1Demolishing stone rubble masonry built in cement mortar manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: | |||||
| 2Earth work in excavation by mechanical means(Hydraulic excavator/manual means over areas (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan), including getting out excavated soil and disposal of excavated earth lead upto 50m and lift upto 1.50m, as directed by Engineer-in-charge, all kind of soil. | |||||
| 3Earth work in excavation by mechanical means(Hydraulic excavator/manual means in foundation, trenches or drains (not exceeding 1.5 mtr in with or 10 sqm on plan, including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mtr, any kind of soil. | |||||
| 4Providing and laying in position cement concrete of grade 1:4:8 (1 cement :4 coarse sand: 8 stone aggregate 40mm nominal size) excluding cost of centering and shuttering - all work upto plinth level. | |||||
| 5Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size), excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. | |||||
| 6Reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size), in walls (any thickness, including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, post and struts etc above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement. | |||||
| 7Reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size), in beams, suspended floors, roof , landing, 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. | |||||
| 8Centering and shuttering including strutting, propping etc and removal of form for foundations, footing, bases of columns, sides of plinth beam etc for mass concrete | |||||
| 9Centering and shuttering including strutting, propping etc and removal of form for suspended floors, roofs, landing, balconies and access platform | |||||
| 10Centering and shuttering including strutting, propping etc and removal of form for Edges of slabs and breaks in floors and walls under 20 cm wide | |||||
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