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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.5 LAccepted-AOC R O RAJPUT VILLA BELOW BHOGAL NIWAS SHIMLA HIMACHAL PRADESH | KANGRA | HIMACHAL PRADESH | 176028 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹21.9 L+₹41,581.65 (1.94%)Rejected-Finance 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242 | L2 | Rejected-Finance Rejected | |
| 3 | L3₹22.0 L+₹56,461.68 (2.63%)Rejected-Finance R O VILLAGE KARCHOLI BALDEYAN 293 SHIMLA R 171007 | SHIMLA | HIMACHAL PRADESH | 171007 | L3 | Rejected-Finance Rejected | |
| 4 | L4₹22.6 L+₹1.2 L (5.43%)Rejected-Finance | L4 | Rejected-Finance Rejected | |
| 5 | L5₹25.3 L+₹3.9 L (18.1%)Rejected-Finance HIMACHAL PRADESH HP | KINNAUR | HIMACHAL PRADESH | 172101 | L5 | Rejected-Finance Rejected |
Tender Value
₹29.3 L
EMD Value
₹58,600
Closing Date
17 Oct 2023, 5:00 pmClosed
Executive Engineer R B M C Shimla
Executive Engineer R B M C Shimla
Restoration of rain Re Construction of Counterfort Retaining Wall beside Plot No B 219 and B 220 in Sector 3 Phase II New Shimla
2023_MC_79957_5
2049dated03102023
Open Tender
Civil Works
Item Rate
90 days
Shimla
Please refer tender documents
7 documents required · 7 mandatory
₹1,500
Executive Engineer R B M C Shimla
₹58,600
15 Dec 2023
9 Oct 2023
18 Oct 2023
9 Oct 2023
17 Oct 2023
9 Oct 2023
Amount
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. Ordinary rock
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)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size)
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).
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations , footing , bases of colums ,etc for mass concrete
Walls (Any thickness) including attached pilasters,butteresses,plinth and string courses etc.
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars
P/L 100 mm dia PVC pipe for weep holes
Stone filling behind retaining walls :
Add For Retrofitting/stiching and carbon wrapping to the exiting retaining wall Extra ( Note:- This Item has been excuted as per site specification and thickness of Retrofitting /stiching as per drawing / length & height of existing R/wall)
SANJEEV KUMAR
Parikshit Thakur
AJAY SHARMA
VIJAY KUMAR SHARMA
SANTOSH KUMAR
Hari Krishan Sharma
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fin_bid_open.pdf
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fin_eval.pdf
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