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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.0 LAccepted-Finance HIMACHAL PRADESH HP | L1 | Accepted-Finance 1st lowest bidder | |
| 2 | L2₹20.3 L+₹2.3 L (13.0%)Rejected-Finance CHENAB VALLEY DIVISION HPPWD UDAIPUR HIMACHAL PRADESH | CHAMBA | HIMACHAL PRADESH | 176207 | L2 | Rejected-Finance 2nd lowest bidder | |
| 3 | L3₹22.9 L+₹4.9 L (27.1%)Rejected-Finance HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171002 | L3 | Rejected-Finance 3rd lowest bidder | |
| 4 | L4₹25.2 L+₹7.2 L (40.1%)Rejected-Finance 219 HEERA NIWAS BYE PASS KATHER CHAMBAGHAT SOLAN HP 173213 | SOLAN | HIMACHAL PRADESH | 173213 | L4 | Rejected-Finance 4th lowest bidder | |
| 5 | L5₹26.9 L+₹8.9 L (49.7%)Rejected-Finance ANDHRA POWER HOUSE DIVISION HPSEBL CHIRGAON 171208 | SHIMLA | HIMACHAL PRADESH | 171208 | L5 | Rejected-Finance 5th lowest bidder |
| Sl No | Description | Qty | Unit | Pankaj Kumar L1 | Harsh Guleria L3 | RAJESH KUMAR L5 | Anil Jaswal L4 | LALIT KUMAR L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation work by machnical means( Hydraulic excavator/ manual means in foundation, trenches etc. in earth work in all kind of soil lifts upto 1.50 mtrs. Stacking the excavated soil not more than 3 mtrs. Clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundation etc. consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated earth as directed upto 5KM leads and as per direction of Engineer-In-Charge. | 11.66 | Cum | 300 ₹3,498 | 250 ₹2,915 | 300 ₹3,498 | 150 ₹1,749 Lowest | 290 ₹3,381.4 |
| 2.00 | Providing & laying cement concrete 1:4:8 (1cement: 4sand: 8graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in walls | 1.58 | Cum | 4,000 ₹6,320 Lowest | 4,800 ₹7,584 | 4,900 ₹7,742 | 4,200 ₹6,636 | 4,700 ₹7,426 |
| 3.01 | 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) Foundation, footing bases of colums etc. and mass concrete. | 0.76 | Sqm | 400 ₹304 | 300 ₹228 | 400 ₹304 | 350 ₹266 | 210 ₹159.6 Lowest |
| 3.02 | b) Columns, pilasrs, post and struts, square, rectangular or polygonal in plain. up to floor two level | 28.48 | Sqm | 250 ₹7,120 Lowest | 500 ₹14,240 | 350 ₹9,968 | 280 ₹7,974.4 | 500 ₹14,240 |
| 3.03 | c) Beams, cantilevers, girders & lintels, sides & soffits or beams, beam haunchings, cantilvers bressumers and lintels not exceeding 1mtrs in depth. | 51.09 | Sqm | 300 ₹15,327 | 450 ₹22,990.5 | 400 ₹20,436 | 280 ₹14,305.2 Lowest | 380 ₹19,414.2 |
| 3.04 | d) flat surface such as soffit of suspended floor roof landing up to floor two level | 12 | Sqm | 400 ₹4,800 | 450 ₹5,400 | 450 ₹5,400 | 230 ₹2,760 Lowest | 460 ₹5,520 |
| 3.05 | e) vartical surface such as wall any thickness for septic tank wall | 2.3 | Sqm | 400 ₹920 | 400 ₹920 | 350 ₹805 | 280 ₹644 Lowest | 400 ₹920 |
| 4.01 | Providing & laying cement concrete work 1:1.5:3 (1cement: 1.5sand: 3graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in all hight. (a) Foundation footing bases of columns etc. and mass concrete. Qtrs/bull shed | 2.57 | Cum | 5,700 ₹14,649 Lowest | 7,800 ₹20,046 | 9,500 ₹24,415 | 7,200 ₹18,504 | 7,200 ₹18,504 |
| 4.02 | b) Columns, pilasrs, posts and struts, square, rectangular or polygonal in plain. up to floor two level | 4.31 | Cum | 6,100 ₹26,291 Lowest | 7,800 ₹33,618 | 10,500 ₹45,255 | 7,100 ₹30,601 | 7,100 ₹30,601 |
| 4.03 | c) Suspending floors roofs landing & shelves and their supports, balconies, beams, girders, bressumers and their cases (except spiral cantilever upto floor two level. | 8.55 | Cum | 5,800 ₹49,590 Lowest | 7,800 ₹66,690 | 9,500 ₹81,225 | 7,050 ₹60,277.5 | 7,400 ₹63,270 |
Tender Value
₹19.9 L
EMD Value
₹40,100
Closing Date
18 Sept 2026, 5:00 pmClosed
Executive Engineer
HPSIDC Shimla
Construction of Common Work shed
2026_SIDC_142561_1
Job No. 5
Open Tender
Civil Works
Item Rate
270 days
Kullu
Please refer Tender documents.
8 documents required · 8 mandatory
₹600
₹40,100
16 Oct 2026
8 Sept 2026
19 Sept 2026
8 Sept 2026
18 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation work by machnical means( Hydraulic excavator/ manual means in foundation, trenches etc. in earth work in all kind of soil lifts upto 1.50 mtrs. Stacking the excavated soil not more than 3 mtrs. Clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundation etc. consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated earth as directed upto 5KM leads and as per direction of Engineer-In-Charge. | 11.66 | Cum | - | - |
| 2 | Providing & laying cement concrete 1:4:8 (1cement: 4sand: 8graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in walls | 1.58 | Cum | - | - |
| 3.01 | 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) Foundation, footing bases of colums etc. and mass concrete. | 0.76 | Sqm | - | - |
| 3.02 | b) Columns, pilasrs, post and struts, square, rectangular or polygonal in plain. up to floor two level | 28.48 | Sqm | - | - |
| 3.03 | c) Beams, cantilevers, girders & lintels, sides & soffits or beams, beam haunchings, cantilvers bressumers and lintels not exceeding 1mtrs in depth. | 51.09 | Sqm | - | - |
| 3.04 | d) flat surface such as soffit of suspended floor roof landing up to floor two level | 12 | Sqm | - | - |
| 3.05 | e) vartical surface such as wall any thickness for septic tank wall | 2.3 | Sqm | - | - |
| 4.01 | Providing & laying cement concrete work 1:1.5:3 (1cement: 1.5sand: 3graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in all hight. (a) Foundation footing bases of columns etc. and mass concrete. Qtrs/bull shed | 2.57 | Cum | - | - |
| 4.02 | b) Columns, pilasrs, posts and struts, square, rectangular or polygonal in plain. up to floor two level | 4.31 | Cum | - | - |
| 4.03 | c) Suspending floors roofs landing & shelves and their supports, balconies, beams, girders, bressumers and their cases (except spiral cantilever upto floor two level. | 8.55 | Cum | - | - |
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