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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-Finance | ₹4.4 L | L1 | Accepted-Finance The rates quoted by the contractor are lowest, hence accepted. |
| 2 | L2₹4.5 LRejected-Finance | ₹4.5 L | L2 | Rejected-Finance The rates quoted by the contractor are on higher side, hence rejected. |
| 3 | L3₹4.7 LRejected-Finance | ₹4.7 L | L3 | Rejected-Finance The rates quoted by the contractor are on higher side, hence rejected. |
| 4 | L4₹5.1 LRejected-Finance | ₹5.1 L | L4 | Rejected-Finance The rates quoted by the contractor are on higher side, hence rejected. |
| 5 | L5₹5.2 LRejected-Finance HOUSE NO 12 3 BOILEAUGANJ SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹5.2 L | L5 | Rejected-Finance The rates quoted by the contractor are on higher side, hence rejected. |
| Sl No | Description | Qty | Unit | SANJEEV ACHARYA L5 | SUNIL SHARMA L3 | MADAN SINGH L1 | BALDEV SINGH THAKUR L4 | Vishal Bhushan L2 | ANIL THAPA L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | P/L Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Medium shade pigment using 50% Grey & 50% red including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 355.33 | P.sqm | 1,300 ₹4.6 L | 1,200 ₹4.3 L | 1,111 ₹3.9 L | 1,290 ₹4.6 L | 1,130 ₹4.0 L | 1,350 ₹4.8 L |
| 2.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 0.78 | P.Cum | 6,000 ₹4,680 | 5,000 ₹3,900 | 4,800 ₹3,744 | 5,800 ₹4,524 | 6,800 ₹5,304 | 6,200 ₹4,836 |
| 3.00 | 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 including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 437.4 | P.Kg | 120 ₹52,488.11 | 95 ₹41,553.09 | 90 ₹39,366.08 | 105 ₹45,927.09 | 102 ₹44,614.89 | 122 ₹53,362.91 |
Tender Value
₹5.0 L
EMD Value
₹10,100
Closing Date
29 Jan 2026, 5:00 pmClosed
Executive Engineer RB MC Shimla
Executive Engineer RB MC Shimla
C O Public path Taradevi Bus stop NH 05 to MC Limit near Gurudwara ward No 9 SH P L chequred tiles flooring
2026_MC_126100_6
26 93 dated 12 01 2026
Open Tender
Civil Works
90 days
Shimla
Please refer to tender documents
7 documents required · 7 mandatory
₹413
Executive Engineer RB MC Shimla
₹10,100
28 Feb 2026
17 Jan 2026
30 Jan 2026
17 Jan 2026
29 Jan 2026
17 Jan 2026
P/L Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Medium shade pigment using 50% Grey & 50% red including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
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 including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
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