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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.3 LAccepted-AOC | ₹8.3 L | 1 | Accepted-AOC L1 |
| 2 | 2₹9.5 L+₹1.1 L (13.6%)Rejected-AOC R O VILLAGE CHAMERA P O RAWLAKIAR TEHSIL KOTKHAI DISTT SHIMLA H P | SHIMLA | HIMACHAL PRADESH | 171001 | ₹9.5 L+₹1.1 L (13.6%) | 2 | Rejected-AOC L2 |
| 3 | 3₹9.8 L+₹1.4 L (17.1%)Rejected-AOC DHALIWAL | ₹9.8 L+₹1.4 L (17.1%) | 3 | Rejected-AOC L3 |
| 4 | 4₹10.1 L+₹1.8 L (21.4%)Rejected-AOC MANDI HIMACHAL PRADESH | LAHUL AND SPITI | HIMACHAL PRADESH | 175133 | ₹10.1 L+₹1.8 L (21.4%) | 4 | Rejected-AOC L4 |
| 5 | 5₹11.5 L+₹3.1 L (37.4%)Rejected-AOC | ₹11.5 L+₹3.1 L (37.4%) | 5 | Rejected-AOC L5 |
Tender Value
₹10.0 L
EMD Value
₹24,925
Closing Date
1 Jan 2024, 5:00 pmClosed
Commissioner
MC Solan
Repair and maintenance of Sunny side road from Old DC office to Sunny side park in ward no.12 Solan SH Demolishing of CC, 1.3.6, Paver blocks, steel grating etc. Phase.I
2023_UDDHP_83102_1
10553-54 dt. 18.12.23
Open Tender
Civil Works
Item Rate
60 days
MC Solan
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,000
Commissioner
₹24,925
26 Dec 2024
22 Dec 2023
2 Jan 2024
22 Dec 2023
1 Jan 2024
22 Dec 2023
Amount
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
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 lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)
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-30 grade with approved color design and pattern.
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
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets . With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Rohit Chauhan
Nitin Sharma
Surender Kumar
Hanish Mehta
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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