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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.2 LAccepted-Finance | L1 | Accepted-Finance 1st lowest bidder | |
| 2 | L2₹20.2 L+₹3.1 L (17.9%)Rejected-Finance | L2 | Rejected-Finance 2nd lowest bidder | |
| 3 | L3₹29.0 L+₹11.8 L (68.7%)Rejected-Finance VILLAGE BAGIPUL P O BUENI TEHSIL NIRMAND DISTT KULLU | L3 | Rejected-Finance 3rd lowest bidder | |
| 4 | L4₹29.2 L+₹12.0 L (69.9%)Rejected-Finance HIMACHAL PRADESH HP | UNA | HIMACHAL PRADESH | 177202 | L4 | Rejected-Finance 4th lowest bidder | |
| 5 | L5₹34.0 L+₹16.8 L (97.9%)Rejected-Finance VILL MARECHH P O DIGERH TEHSIL ANNI DISTT KULLU HP PIN CODE NO 171220 | ANNI | KULLU | HIMACHAL PRADESH | 171220 | L5 | Rejected-Finance 5th lowest bidder |
| Sl No | Description | Qty | Unit | RAMESH GOVT. CONTRACTOR L3 | PURAN CHAND L5 | ashutosh kaloti L2 | Ghanshyam L4 | SANJEEV KUMAR GOVT CONT L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches in earth work in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the engineer-in-charge at site., according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) including payment of MC/ local body dumping charges it lived any as per satisfaction of Engineer-in-charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required). All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation and used/ removed as per the direction of Engineer-in-charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges. | 198.44 | Cum. | 210 ₹41,672.4 | 320 ₹63,500.8 | 150 ₹29,766 Lowest | 350 ₹69,454 | 208.6 ₹41,394.58 |
| 2.00 | Providing and laying cement concrete 1:6:12 (One cement : six sand : twelve graded/crushed stone aggregate 40 mm (Forty millimeter) nominal size) mechanically mix by concrete mixer including curing complete excluding cost of centering and shuttering in: Foundation and plinth, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. | 4.32 | Cum. | 4,300 ₹18,576 | 4,200 ₹18,144 | 500 ₹2,160 Lowest | 4,500 ₹19,440 | 3,572.42 ₹15,432.85 |
| 3.01 | Form work:-Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30X30mmx5mm.(Thirty into thirty into five millimeter) so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden/ steel battens and ballies, height of propping and centring below supporting floor to ceiling upto any height and removal of the same for in situ-reinforced concrete and plain concrete work, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. (a) Foundation, footing bases of colums etc. and mass concrete. | 12.96 | Sqm | 250 ₹3,240 Lowest | 450 ₹5,832 | 250 ₹3,240 Lowest | 320 ₹4,147.2 | 421.37 ₹5,460.96 |
| 3.02 | b) Columns, pillars, posts and struts. Square, rectangular or polygonal in plan, in Super-structure for all floor level in all heights | 27.06 | Sqm | 290 ₹7,847.4 | 450 ₹12,177 | 250 ₹6,765 Lowest | 400 ₹10,824 | 620.44 ₹16,789.11 |
| 3.03 | c) Flat surfaces such as soffits of suspended floors, roofs, landings and the like. Floors etc.upto any thickness in Super-structure for all floor level in all heights. | 45.23 | Sqm | 180 ₹8,141.4 Lowest | 450 ₹20,353.5 | 250 ₹11,307.5 | 400 ₹18,092 | 570.37 ₹25,797.84 |
| 3.04 | d) Beams, cantilevers, girders and lintels sides and soffits of beams, beam hunchings, cantilevers, bressumers and lintels up to any depth in Super-structure for all floor level in all heights. | 21.53 | Sqm | 250 ₹5,382.5 Lowest | 450 ₹9,688.5 | 250 ₹5,382.5 Lowest | 400 ₹8,612 | 669.9 ₹14,422.95 |
| 4.01 | Providing and laying reinforced cement concrete 1:1.5:3 (One cement : one point five sand : three crushed stone aggregate 20mm. (Twenty millimeter) nominal size) mechanically mix by concrete mixer and compacting the concrete with vibrator and curing complete excluding cost of form work and reinforcement for R.C.C. work, including curing and carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. (a) Foundation footing bases of columns etc. and mass concrete. | 9.72 | Cum. | 8,000 ₹77,760 | 8,500 ₹82,620 | 6,500 ₹63,180 | 9,500 ₹92,340 | 3,473.49 ₹33,762.32 Lowest |
| 4.02 | b) Column, pillars, posts and struts in Super-structure for all floors in all heights | 1.85 | Cum. | 8,500 ₹15,725 | 8,600 ₹15,910 | 7,000 ₹12,950 | 9,800 ₹18,130 | 3,572.42 ₹6,608.98 Lowest |
| 4.03 | c) Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers in Super-structure for all floors in all heights. | 3.55 | Cum. | 7,500 ₹26,625 | 8,700 ₹30,885 | 7,000 ₹24,850 | 9,500 ₹33,725 | 3,572.42 ₹12,682.09 Lowest |
| 5.00 | Providing Tor steel reinforcement including cost of binding wire for R.C.C. work including cutting, bending, binding and placing in position including cost of binding wire complete in Super-structure for all floor level in all heights, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. | 15.12 | Qtl. | 7,600 ₹1,14,912 | 10,500 ₹1,58,760 | 9,200 ₹1,39,104 | 9,500 ₹1,43,640 | 3,721.42 ₹56,267.87 Lowest |
Tender Value
₹18.9 L
EMD Value
₹37,800
Closing Date
16 Apr 2026, 5:00 pmClosed
Executive Engineer
HPSIDC Shimla
Construction of interpretation and information Centre and Eco trail
2026_SIDC_132834_1
Job No. 4
Open Tender
Civil Works
Item Rate
120 days
Kullu
Please refer Tender documents.
8 documents required · 8 mandatory
₹600
₹37,800
8 Jun 2026
1 Apr 2026
17 Apr 2026
1 Apr 2026
16 Apr 2026
1 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in foundation and trenches in earth work in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the engineer-in-charge at site., according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) including payment of MC/ local body dumping charges it lived any as per satisfaction of Engineer-in-charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required). All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation and used/ removed as per the direction of Engineer-in-charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges. | - | Cum. | - | - |
| - | Providing and laying cement concrete 1:6:12 (One cement : six sand : twelve graded/crushed stone aggregate 40 mm (Forty millimeter) nominal size) mechanically mix by concrete mixer including curing complete excluding cost of centering and shuttering in: Foundation and plinth, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. | - | Cum. | - | - |
| - | Form work:-Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30X30mmx5mm.(Thirty into thirty into five millimeter) so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden/ steel battens and ballies, height of propping and centring below supporting floor to ceiling upto any height and removal of the same for in situ-reinforced concrete and plain concrete work, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. (a) Foundation, footing bases of colums etc. and mass concrete. | - | Sqm | - | - |
| - | b) Columns, pillars, posts and struts. Square, rectangular or polygonal in plan, in Super-structure for all floor level in all heights | - | Sqm | - | - |
| - | c) Flat surfaces such as soffits of suspended floors, roofs, landings and the like. Floors etc.upto any thickness in Super-structure for all floor level in all heights. | - | Sqm | - | - |
| - | d) Beams, cantilevers, girders and lintels sides and soffits of beams, beam hunchings, cantilevers, bressumers and lintels up to any depth in Super-structure for all floor level in all heights. | - | Sqm | - | - |
| - | Providing and laying reinforced cement concrete 1:1.5:3 (One cement : one point five sand : three crushed stone aggregate 20mm. (Twenty millimeter) nominal size) mechanically mix by concrete mixer and compacting the concrete with vibrator and curing complete excluding cost of form work and reinforcement for R.C.C. work, including curing and carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. (a) Foundation footing bases of columns etc. and mass concrete. | - | Cum. | - | - |
| - | b) Column, pillars, posts and struts in Super-structure for all floors in all heights | - | Cum. | - | - |
| - | c) Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers in Super-structure for all floors in all heights. | - | Cum. | - | - |
| - | Providing Tor steel reinforcement including cost of binding wire for R.C.C. work including cutting, bending, binding and placing in position including cost of binding wire complete in Super-structure for all floor level in all heights, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge. | - | Qtl. | - | - |
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