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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-Finance | ₹6.2 L | L1 | Accepted-Finance The rates quoted by the contractor are lowest, hence accepted. |
| 2 | L2₹6.3 LRejected-Finance R O BRAGTA BHAWAN CHOTTA SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹6.3 L | L2 | Rejected-Finance The rates quoted by the contractor are on the higher side, hence rejected. |
| 3 | L3₹7.3 LRejected-Finance VILL CHUNI P O BAGAHAR TEHSIL KOTKHAI SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹7.3 L | L3 | Rejected-Finance The rates quoted by the contractor are on the higher side, hence rejected. |
| 4 | L4₹7.4 LRejected-Finance | ₹7.4 L | L4 | Rejected-Finance The rates quoted by the contractor are on the higher side, hence rejected. |
| 5 | L5₹7.5 LRejected-Finance | ₹7.5 L | L5 | Rejected-Finance The rates quoted by the contractor are on the higher side, hence rejected. |
| Sl No | Description | Qty | Unit | Ashu Chauhan L7 | MADAN SINGH L8 | Pankaj Singh L6 | VIKAS KASHYAP L4 | CHIRAG SALWAN L5 | Rahul Sharma L1 | Kapil Chand L2 | SHUBHAM CHAUHAN L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 | 101 | P.Cum | 300 ₹30,300 | 350 ₹35,350 | 250 ₹25,250 | 100 ₹10,100 | 260 ₹26,260 | 150 ₹15,150 | 200 ₹20,200 | 180 ₹18,180 |
| 2.00 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock | 24.37 | P.Cum | 300 ₹7,311 | 400 ₹9,748 | 250 ₹6,092.50 | 240 ₹5,848.80 | 325 ₹7,920.25 | 150 ₹3,655.50 | 200 ₹4,874 | 170 ₹4,142.90 |
| 3.00 | 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. | 75 | P.cum | 300 ₹22,500 | 300 ₹22,500 | 250 ₹18,750 | 240 ₹18,000 | 410 ₹30,750 | 150 ₹11,250 | 250 ₹18,750 | 350 ₹26,250 |
| 4.00 | 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) | 136.36 | P.cum | 6,000 ₹8.2 L | 6,000 ₹8.2 L | 5,900 ₹8.0 L | 5,100 ₹7.0 L | 4,800 ₹6.5 L | 4,200 ₹5.7 L | 4,150 ₹5.7 L | 4,999 ₹6.8 L |
| 5.00 | P/L 100 mm dia PVC pipe for weep holes | 72 | P.sqm | 200 ₹14,400 | 200 ₹14,400 | 200 ₹14,400 | 100 ₹7,200 | 130 ₹9,360 | 100 ₹7,200 | 150 ₹10,800 | 10 ₹720 |
| 6.00 | Stone filling behind retaining walls : | 13.5 | P.cum | 2,200 ₹29,700 | 2,200 ₹29,700 | 2,200 ₹29,700 | 500 ₹6,750 | 1,500 ₹20,250 | 500 ₹6,750 | 600 ₹8,100 | 200 ₹2,700 |
Tender Value
₹8.7 L
EMD Value
₹17,500
Closing Date
28 Feb 2026, 5:00 pmClosed
Executive Engineer RB MC Shimla
Executive Engineer RB MC Shimla
CO Road behind Panchayat Ghar Pagog bifurcation from Main Road to Panchayat Ghar Kuftadhar RD 00 to 0030 in ward no 2
2026_MC_129039_3
357dated16022026
Open Tender
Civil Works
60 days
MC Shimla
Please refer to tender documents
7 documents required · 7 mandatory
₹413
Executive Engineer RB MC Shimla
₹17,500
9 Mar 2026
19 Feb 2026
2 Mar 2026
19 Feb 2026
28 Feb 2026
19 Feb 2026
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
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock
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)
P/L 100 mm dia PVC pipe for weep holes
Stone filling behind retaining walls :
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