Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC VILLAGE MANDRI P O CHALAHAL SUB TEHSIL DHAMI DISTT SHIMLA SHIMLA HIMACHAL PRADESH | ₹5.2 L | L1 | Accepted-AOC AOC |
| 2 | L2₹5.8 L+₹57,493.35 (11.0%)Rejected-Finance | ₹5.8 L+₹57,493.35 (11.0%) | L2 | Rejected-Finance 2nd lowest bidder |
| 3 | L3₹6.4 L+₹1.2 L (23.0%)Rejected-Finance VILLAGE BALHI DHAVER P O DHANGOTA BARSAR TEHSIL DHATWAL DISTT HAMIRPUR H P 176040 | HAMIRPUR | HAMIRPUR | HIMACHAL PRADESH | 176040 | ₹6.4 L+₹1.2 L (23.0%) | L3 | Rejected-Finance 3rd lowest bidder |
| 4 | L4₹6.6 L+₹1.4 L (26.3%)Rejected-Finance | ₹6.6 L+₹1.4 L (26.3%) | L4 | Rejected-Finance 4th lowest bidder |
| 5 | L5₹6.7 L+₹1.5 L (28.8%)Rejected-Finance | ₹6.7 L+₹1.5 L (28.8%) | L5 | Rejected-Finance 5th lowest bidder |
| Sl No | Description | Qty | Unit | KISHOR KUMAR GOVT CONT L5 | DALIP SINGH L6 | RAMESH KUMAR BHARDWAJ L2 | MANOHAR SINGH L1 | SANJAY MAHAJAN GOVT CONT L4 | DEVENDER KUMAR L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Disposal of building rubbish/ mulba/similor unserviceable , dismental or waste material by machnical means i/c loading, transporting, unloading to approved municipal dumping ground or as approved by EIC , beyond 50 mtr intial lead, for all leads i/c all lifts involved and as per direction of Engineer-in-Charge. | 46.2 | Cum. | 120 ₹5,544 | 210 ₹9,702 | 135 ₹6,237 | 100 ₹4,620 Lowest | 142 ₹6,560.4 | 600 ₹27,720 |
| 2.00 | Excavation in foundation, trenches etc. in earth work in all kind of soil lifts upto 1.50 mtrs. Stacking the excavated soil not mkore than 3mtrs. Clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundation etc. consolidating of all surplus excavated earth as directed within all leads and lifts disposed earth to be levelled neatly dressed and as per direction of Engineer-in-Charge. | 33.35 | Cum. | 310 ₹10,338.5 | 250 ₹8,337.5 | 150 ₹5,002.5 Lowest | 150 ₹5,002.5 Lowest | 290 ₹9,671.5 | 180 ₹6,003 |
| 3.00 | Providing and laying cement concrete 1:5:10 (1cement:5sand:10graded stone agregate 40mm nominal size ) and curring complete excluding cost of form work in foundation and plinth and as per direction of Engineer-in-Charge. | 10.51 | Cum. | 5,120 ₹53,811.2 | 4,580 ₹48,135.8 | 4,200 ₹44,142 | 3,800 ₹39,938 Lowest | 4,685 ₹49,239.35 | 4,200 ₹44,142 |
| 4.00 | Stone soiling Kharnja hand packed with spall and ineterstices complete and as per direction of Engineer-in-Charge. | 4.95 | Cum. | 410 ₹2,029.5 Lowest | 510 ₹2,524.5 | 478 ₹2,366.1 | 450 ₹2,227.5 | 478 ₹2,366.1 | 1,800 ₹8,910 |
| 5.00 | Providing from work with steel plates 3.15mm thick weled with angle iron in frame 30x30x5mm so as to give a fair finish including levelling centering, shuttering strutting and propping etc. With wooden battens and ballies, hight of propping and cenring below supporting floor two ceiling and removal of the same for instu- reinforced concrete and plain concrete work in:- (a) vertical surface sch as wall any thickness partition plaster and string course and like and as per direction of Engineer-in-Charge. | 171.15 | Sqm | 390 ₹66,748.5 | 420 ₹71,883 | 325 ₹55,623.75 | 300 ₹51,345 Lowest | 411 ₹70,342.65 | 320 ₹54,768 |
| 6.00 | P/L cement conc. In retaining wall, return walls, walls ( any Thickness) i/c attached pilaster, column piers, abutments, pillers, posts, struts, buttresses, string or laching courses, peprapets, coping bed block, anchor blocks, plain windows sils, fllets, sunken floor etc. up to floor five level excluding the cost of centring , shuttering and finishing 1:1.5:3 ( 1cement :1.5 sand :3 graded stone agg. 20mm nominal size) and as per direction of Engineer-in-Charge. | 42.18 | Cum. | 7,620 ₹3,21,411.6 | 7,800 ₹3,29,004 | 6,250 ₹2,63,625 | 6,100 ₹2,57,298 Lowest | 7,529 ₹3,17,573.22 | 6,800 ₹2,86,824 |
| 7.00 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level and as per direction of Engineer-in-Charge. | 21.83 | Qtl | 7,690 ₹1,67,872.7 | 7,500 ₹1,63,725 | 7,000 ₹1,52,810 | 6,000 ₹1,30,980 Lowest | 7,540 ₹1,64,598.2 | 7,800 ₹1,70,274 |
| 8.00 | Providing and laying PVC pipes in weep holes. 100mm dia and as per direction of Engineer-in-Charge. | 31.7 | Rmt | 220 ₹6,974 | 230 ₹7,291 | 250 ₹7,925 | 200 ₹6,340 Lowest | 225 ₹7,132.5 | 450 ₹14,265 |
| 9.00 | Boulder filling behind the retaining wall and as per direction of Engineer-in-Charge. | 10.13 | Cum. | 805 ₹8,154.65 | 780 ₹7,901.4 | 700 ₹7,091 | 600 ₹6,078 Lowest | 739 ₹7,486.07 | 1,100 ₹11,143 |
| 10.00 | P/L heavy duty precast cement concrete interlocking paver blocksvibro compacted upto M-50 grade i/c curb block grey or coloured over sub-base of concrete 25mm thick average thickness of CM 1:4 laid over and jointed with neat cement slurry mixed with pgment to match the shade of blocks 60mm thick interlocking blocks and as per direction of Engineer-in-Charge. | 33 | Sqm | 950 ₹31,350 | 910 ₹30,030 | 1,100 ₹36,300 | 600 ₹19,800 Lowest | 800 ₹26,400 | 600 ₹19,800 Lowest |
Tender Value
₹6.6 L
EMD Value
₹13,100
Closing Date
30 Sept 2025, 5:00 pmClosed
Executive Engineer
HPSIDC Shimla
Construction of retaining wall on back side of protection of office and C/o approach path
2025_SIDC_115119_1
Job No. 6
Open Tender
Civil Works
Item Rate
120 days
Mandi
Please refer Tender documents.
8 documents required · 8 mandatory
₹450
₹13,100
11 Dec 2025
19 Sept 2025
1 Oct 2025
19 Sept 2025
30 Sept 2025
19 Sept 2025
Amount
Disposal of building rubbish/ mulba/similor unserviceable , dismental or waste material by machnical means i/c loading, transporting, unloading to approved municipal dumping ground or as approved by EIC , beyond 50 mtr intial lead, for all leads i/c all lifts involved and as per direction of Engineer-in-Charge.
Excavation in foundation, trenches etc. in earth work in all kind of soil lifts upto 1.50 mtrs. Stacking the excavated soil not mkore than 3mtrs. Clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundation etc. consolidating of all surplus excavated earth as directed within all leads and lifts disposed earth to be levelled neatly dressed and as per direction of Engineer-in-Charge.
Providing and laying cement concrete 1:5:10 (1cement:5sand:10graded stone agregate 40mm nominal size ) and curring complete excluding cost of form work in foundation and plinth and as per direction of Engineer-in-Charge.
Stone soiling Kharnja hand packed with spall and ineterstices complete and as per direction of Engineer-in-Charge.
Providing from work with steel plates 3.15mm thick weled with angle iron in frame 30x30x5mm so as to give a fair finish including levelling centering, shuttering strutting and propping etc. With wooden battens and ballies, hight of propping and cenring below supporting floor two ceiling and removal of the same for instu- reinforced concrete and plain concrete work in:- (a) vertical surface sch as wall any thickness partition plaster and string course and like and as per direction of Engineer-in-Charge.
P/L cement conc. In retaining wall, return walls, walls ( any Thickness) i/c attached pilaster, column piers, abutments, pillers, posts, struts, buttresses, string or laching courses, peprapets, coping bed block, anchor blocks, plain windows sils, fllets, sunken floor etc. up to floor five level excluding the cost of centring , shuttering and finishing 1:1.5:3 ( 1cement :1.5 sand :3 graded stone agg. 20mm nominal size) and as per direction of Engineer-in-Charge.
Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level and as per direction of Engineer-in-Charge.
Providing and laying PVC pipes in weep holes. 100mm dia and as per direction of Engineer-in-Charge.
Boulder filling behind the retaining wall and as per direction of Engineer-in-Charge.
P/L heavy duty precast cement concrete interlocking paver blocksvibro compacted upto M-50 grade i/c curb block grey or coloured over sub-base of concrete 25mm thick average thickness of CM 1:4 laid over and jointed with neat cement slurry mixed with pgment to match the shade of blocks 60mm thick interlocking blocks and as per direction of Engineer-in-Charge.
RAMESH KUMAR BHARDWAJ (BID ID -564190)
DEVENDER KUMAR (BID ID -564071)
SANJAY MAHAJAN GOVT CONT (BID ID -561509)
KISHOR KUMAR GOVT CONT (BID ID -562132)
DALIP SINGH (BID ID -562127)
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .