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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-Finance | L1 | Accepted-Finance ok | |
| 2 | L2₹5.6 L+₹1.3 L (31.4%)Accepted-Finance N A | FARIDABAD | HARYANA | 121004 | L2 | Accepted-Finance ok | |
| 3 | L3₹6.1 L+₹1.9 L (44.3%)Accepted-Finance | L3 | Accepted-Finance ok | |
| 4 | L4₹6.7 L+₹2.4 L (57.2%)Accepted-Finance GOVT CONTRACTOR VILLAGE CHERI P O KIAR KOTI TEHSIL DISTT SHIMLA | L4 | Accepted-Finance ok |
Tender Value
₹5.0 L
EMD Value
₹12,395
Closing Date
19 Jul 2024, 5:00 pmClosed
Commissioner
MC Solan
Construction of road from Jonaji road towards Dhali Nadoh village in ward no 8. Solan Cutting ,R.Wall at RD 0.00 to 0.07
2024_UDDHP_90112_1
4620-23 dt. 27.06.24
Open Tender
Civil Works
Item Rate
90 days
MC Solan
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
Commissioner
₹12,395
7 Dec 2024
5 Jul 2024
22 Jul 2024
5 Jul 2024
19 Jul 2024
5 Jul 2024
Amount
Cutting in earth work and disposal of excavated earth upto a lead of 20m pick and jumper work.
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
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 work for : 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 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 weep holes in brick masonry/ stone masonry/plain reinforced concrete abutment ,wing wall, return wallwith100mm.dia PVC pipe extending through the full of the structures with slope of1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7
back filling/ granular material behind abutment wing wall and return wall complete as per drawing and technical specification.
RAMESH CHAND
Vikrant Sharma
Vikram Thakur
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tech_eval.pdf
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