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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAccepted-Finance | ₹14.8 L | L1 | Accepted-Finance 1st lowest bidder |
| 2 | L2₹18.1 L+₹3.3 L (22.4%)Rejected-Finance HIMACHAL PRADESH HP | ₹18.1 L+₹3.3 L (22.4%) | L2 | Rejected-Finance 2nd lowest bidder |
| 3 | L3₹19.1 L+₹4.3 L (29.0%)Rejected-Finance | ₹19.1 L+₹4.3 L (29.0%) | L3 | Rejected-Finance 3rd lowest bidder |
| 4 | L4₹20.2 L+₹5.4 L (36.3%)Rejected-Finance 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | ₹20.2 L+₹5.4 L (36.3%) | L4 | Rejected-Finance 4th lowest bidder |
| Sl No | Description | Qty | Unit | MAMTA DEVI L1 | ROOP THAKUR L3 | Pawan Kumar L4 | Pankaj Kumar L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Demolition stone rubble masonery manually/ by mechnical means i/c stacking of serviceable materials and disposal of unserviceable maretials with in 50mtr lead as per direction of Engineer in charge i/c Mud mortar including carriage of materials by all modes of transportation, as per PWD specifications and as directed by the Engineer-in-Charge, including all incidentals. | 31.67 | Cum | 421 ₹13,333.07 | 500 ₹15,835 | 500 ₹15,835 | 300 ₹9,501 Lowest |
| 2.00 | Demolition cement conc.manual/ mechnical means above G.L up to floor two level i/c stacking serviceable materials and disposal of un serviceable materials up to 20 mtr lead including carriage of materials by all modes of transportation, as per PWD specifications and as directed by the Engineer-in-Charge, including all incidentals. | 3.92 | Cum | 591 ₹2,316.72 | 450 ₹1,764 | 800 ₹3,136 | 400 ₹1,568 Lowest |
| 3.00 | Desmentling wood work in frame in frames trusses purlins and rafter up to 10 mtr. 5 mtr serviceable materials and disposal of unserviceable maretials with in 50mtr lead as per direction of Engineer in charge of sectional area below 40Sqm centimter. | 135.9 | Rmt | 7 ₹951.3 Lowest | 20 ₹2,718 | 8 ₹1,087.2 | 10 ₹1,359 |
| 4.00 | Dismentling roofing i/c ridges hips valley and gutter etc. i/c stacking of serviceable materials and disposal of unserviceable maretials with in 50mtr lead as per direction of Engineer in charge in GS sheet | 55.68 | Sqm | 67 ₹3,730.56 | 700 ₹38,976 | 60 ₹3,340.8 Lowest | 250 ₹13,920 |
| 5.00 | Excavation work by machnical means( Hydraulic exczvztor/ 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 including carriage of materials by all modes of transportation, as per PWD specifications and as directed by the Engineer-in-Charge, including all incidentals. | 79.28 | Cum | 121 ₹9,592.88 Lowest | 200 ₹15,856 | 250 ₹19,820 | 150 ₹11,892 |
| 6.00 | 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 including carriage of materials by all modes of transportation, as per PWD specifications and as directed by the Engineer-in-Charge, including all incidentals. | 13.56 | Cum | 4,521 ₹61,304.76 | 3,500 ₹47,460 | 3,800 ₹51,528 | 3,450 ₹46,782 Lowest |
| 7.00 | Random rubble/ploygonal rubble (uncoursed/ brought to courses) with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1cement: 6sand: 12graded stone aggregate 20mm nominal size) at plinth level in cement mortar 1:6 (1cement: 6sand). in retaining walls including carriage of materials by all modes of transportation, as per PWD specifications and as directed by the Engineer-in-Charge, including all incidentals. | 16.27 | Cum | 3,521 ₹57,286.67 | 3,400 ₹55,318 | 4,000 ₹65,080 | 2,450 ₹39,861.5 Lowest |
| 8.01 | 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. | 5.76 | Sqm | 221 ₹1,272.96 | 350 ₹2,016 | 200 ₹1,152 Lowest | 400 ₹2,304 |
| 8.02 | b) Columns, pilasrs, post and struts, square, rectangular or polygonal in plain. up to floor two level | 24.24 | Sqm | 421 ₹10,205.04 | 300 ₹7,272 Lowest | 380 ₹9,211.2 | 380 ₹9,211.2 |
| 8.03 | c) Beams, cantilevers, girders & lintels, sides & soffits or beams, beam haunchings, cantilvers bressumers and lintels not exceeding 1mtrs in depth. | 64.98 | Sqm | 321 ₹20,858.58 | 250 ₹16,245 Lowest | 300 ₹19,494 | 380 ₹24,692.4 |
Tender Value
₹19.9 L
EMD Value
₹40,000
Closing Date
22 Jun 2026, 5:00 pmClosed
Executive Engineer
HPSIDC Shimla
C/o 2 Nos. type-I qtr. and Bull Shed at Veterinary Hospital Jukhala Vill. Jassur, PO. Jukhala, Teh. Sadar, Distt. Bilaspur (HP).
2026_SIDC_136298_1
Job No. 3
Open Tender
Civil Works
Item Rate
180 days
Jukhala
Please refer Tender documents.
8 documents required · 8 mandatory
₹600
₹40,000
7 Jul 2026
12 Jun 2026
23 Jun 2026
12 Jun 2026
22 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition stone rubble masonery manually/ by mechnical means i/c stacking of serviceable materials and disposal of unserviceable maretials with in 50mtr lead as per direction of Engineer in charge i/c Mud mortar including carriage of materials by all modes of transportation, as per PWD specifications and as directed by the Engineer-in-Charge, including all incidentals. | 31.67 | Cum | - | - |
| 2 | Demolition cement conc.manual/ mechnical means above G.L up to floor two level i/c stacking serviceable materials and disposal of un serviceable materials up to 20 mtr lead including carriage of materials by all modes of transportation, as per PWD specifications and as directed by the Engineer-in-Charge, including all incidentals. | 3.92 | Cum | - | - |
| 3 | Desmentling wood work in frame in frames trusses purlins and rafter up to 10 mtr. 5 mtr serviceable materials and disposal of unserviceable maretials with in 50mtr lead as per direction of Engineer in charge of sectional area below 40Sqm centimter. | 135.9 | Rmt | - | - |
| 4 | Dismentling roofing i/c ridges hips valley and gutter etc. i/c stacking of serviceable materials and disposal of unserviceable maretials with in 50mtr lead as per direction of Engineer in charge in GS sheet | 55.68 | Sqm | - | - |
| 5 | Excavation work by machnical means( Hydraulic exczvztor/ 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 including carriage of materials by all modes of transportation, as per PWD specifications and as directed by the Engineer-in-Charge, including all incidentals. | 79.28 | Cum | - | - |
| 6 | 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 including carriage of materials by all modes of transportation, as per PWD specifications and as directed by the Engineer-in-Charge, including all incidentals. | 13.56 | Cum | - | - |
| 7 | Random rubble/ploygonal rubble (uncoursed/ brought to courses) with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1cement: 6sand: 12graded stone aggregate 20mm nominal size) at plinth level in cement mortar 1:6 (1cement: 6sand). in retaining walls including carriage of materials by all modes of transportation, as per PWD specifications and as directed by the Engineer-in-Charge, including all incidentals. | 16.27 | Cum | - | - |
| 8.01 | 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. | 5.76 | Sqm | - | - |
| 8.02 | b) Columns, pilasrs, post and struts, square, rectangular or polygonal in plain. up to floor two level | 24.24 | Sqm | - | - |
| 8.03 | c) Beams, cantilevers, girders & lintels, sides & soffits or beams, beam haunchings, cantilvers bressumers and lintels not exceeding 1mtrs in depth. | 64.98 | Sqm | - | - |
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