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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.9 LAdmitted-Finance A R AND M O ON VARIOUS ROAD IN SECTION NALAGARH 1 UNDER NALAGARH SUB DIVISION SH HIRING OF JCB | +9.50% | ₹9.9 L | L1 | Admitted-Finance |
| 2 | L2₹10.1 LAdmitted-Finance | +11.55% | ₹10.1 L | L2 | Admitted-Finance |
| 3 | L3₹10.2 LAdmitted-Finance | +12.80% | ₹10.2 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical R O VIJ HOUSE CHOTTA SHIMLA TEHSIL SHIMLA DISTT SHIMLA H P | SHIMLA | HIMACHAL PRADESH | 171001 | - | - | - | Rejected-Technical Not Eligible as per TOC |
| 5 | Rejected-Technical 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | - | - | - | Rejected-Technical Not Eligible as per TOC |
Tender Value
₹9.1 L
EMD Value
₹18,160
Closing Date
2 Feb 2026, 10:00 amClosed
Commissioner
Municipal Corporation Baddi
Construction of damaged Retaining Wall near 220KV HT line tower, Katha , repair of various r/walls in Juddi under Ward No 6, MC Baddi.
2026_UDDHP_126157_8
MCBADDICIVILWORK/JAN26/1
Open Tender
Civil Works
120 days
Baddi
Please refer detailed tender notice
3 documents required · 3 mandatory
₹800
Commissioner
₹18,160
9 Feb 2026
21 Jan 2026
3 Feb 2026
22 Jan 2026
2 Feb 2026
22 Jan 2026
Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
Providing and laying in position cement concrete of specified grade excluding the cost of centering and gradedstone aggregate 40 mm nominal size)1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1108. 600mm dia
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg)
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 specification clauses 614, 709, 1204.3.7
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge.80 mm thick C.C. paver block of M-40 grade with approved color design and pattern.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and gradedstone aggregate 20 mm nominal size 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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