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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹85.5 LAccepted-Finance V P O KOTLA KALAN TEHSIL DISTT UNA H P | UNA | HIMACHAL PRADESH | 174301 | L1 | Accepted-Finance 1st lowest bidder | |
| 2 | L2₹87.9 L+₹2.4 L (2.81%)Rejected-Finance S O SH MAHESH KUMAR VPO SANTOKHGARH TEHSIL DISTT UNA HP | L2 | Rejected-Finance 2nd lowest bidder | |
| 3 | L3₹92.2 L+₹6.7 L (7.84%)Rejected-Finance | L3 | Rejected-Finance 3rd lowest bidder | |
| 4 | L4₹92.7 L+₹7.2 L (8.41%)Rejected-Finance | L4 | Rejected-Finance 4th lowest bidder | |
| 5 | L5₹94.1 L+₹8.6 L (10.0%)Rejected-Finance VILLAGE PO MALAHAT TEHSIL DISTRICT UNA HP | L5 | Rejected-Finance 5th lowest bidder |
| Sl No | Description | Qty | Unit | Atul Shrma L2 | Nitish Thakur L5 | RAM PARSHAD VERMA GOVT CONTRACTOR L3 | RR Consrtuction L6 | Aditya Kumar Sharma L4 | Balwant Kumar L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work in all heights and depth in all kinds of soils, including saturated soil comprising of pick work, jumper work, and blasting work both in soft and hard rock with chiselling 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 | 329.39 | Cum. | 90 ₹29,645.1 | 150 ₹49,408.5 | 100 ₹32,939 | 228 ₹75,100.92 | 100 ₹32,939 | 80 ₹26,351.2 Lowest |
| 2.00 | Providing and laying cement concrete 1:4:8 (1 cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete including cost of form work in:Foundation and plinth and wall including carriage of materials upto all leads and lifts. | 89.81 | Cum. | 3,000 ₹2,69,430 | 3,500 ₹3,14,335 | 3,250 ₹2,91,882.5 | 3,308 ₹2,97,091.48 | 3,800 ₹3,41,278 | 2,800 ₹2,51,468 Lowest |
| 3.01 | Providing form work with steel plates 3.15 mm( three decimal fifteen millimeter ) thick welded with angle iron in frame of 30x30x5mm(thirty into thirty into five millimeter) so as to give a fair finish including centering shuttering strutting and propping etcetera with wooden battens and ballies for all heights of propping and centering below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in including carriage of materials upto all leads and lifts. (a) Foundations, footings & bases of columns etc., Pedestal of columns and mass concrete. | 176.88 | Sqm. | 240 ₹42,451.2 | 200 ₹35,376 | 150 ₹26,532 | 298 ₹52,710.24 | 200 ₹35,376 | 85 ₹15,034.8 Lowest |
| 3.02 | columns, pillars, posts and struts square rectangular or polygonal in plan in any height | 177.6 | Sqm. | 210 ₹37,296 | 480 ₹85,248 | 175 ₹31,080 Lowest | 308 ₹54,700.8 | 250 ₹44,400 | 200 ₹35,520 |
| 3.03 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 313.21 | Sqm. | 310 ₹97,095.1 | 350 ₹1,09,623.5 | 250 ₹78,302.5 | 308 ₹96,468.68 | 350 ₹1,09,623.5 | 200 ₹62,642 Lowest |
| 3.04 | Suspended floors, roofs, landings, balconies, fecia ,bottom of beam, moulding and access platform | 452.11 | Sqm. | 310 ₹1,40,154.1 | 425 ₹1,92,146.75 | 250 ₹1,13,027.5 Lowest | 398 ₹1,79,939.78 | 350 ₹1,58,238.5 | 250 ₹1,13,027.5 Lowest |
| 3.05 | Stair cases with slopping or stepped soffits including landings etc. | 16.05 | Sqm. | 300 ₹4,815 | 380 ₹6,099 | 250 ₹4,012.5 Lowest | 408 ₹6,548.4 | 250 ₹4,012.5 Lowest | 250 ₹4,012.5 Lowest |
| 3.06 | Edges of slab, chajjas etc. | 229.67 | Rmt. | 50 ₹11,483.5 | 120 ₹27,560.4 | 100 ₹22,967 | 188 ₹43,177.96 | 250 ₹57,417.5 | 20 ₹4,593.4 Lowest |
| 3.07 | Vertical surfaces such as walls (any thickness) partitions and like i/c attached buttresses, pillasters, plith and string courses and the liike | 425.01 | Sqm. | 240 ₹1,02,002.4 | 145 ₹61,626.45 | 175 ₹74,376.75 | 258 ₹1,09,652.58 | 300 ₹1,27,503 | 100 ₹42,501 Lowest |
| 4.01 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (a) All works upto plinth level | 111.57 | Cum. | 5,321 ₹5,93,663.97 | 5,200 ₹5,80,164 Lowest | 5,250 ₹5,85,742.5 | 5,800 ₹6,47,106 | 6,200 ₹6,91,734 | 5,500 ₹6,13,635 |
Tender Value
₹100.0 L
EMD Value
₹2 L
Closing Date
18 Sept 2026, 5:00 pmClosed
Executive Engineer
HPSIDC Shimla
Construction of Sub Divisional Veterinary Hospital Building
2026_SIDC_142868_1
Job No. 9
Open Tender
Civil Works - Buildings
Item Rate
270 days
Una
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,400
₹2 L
13 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 in earth work in all heights and depth in all kinds of soils, including saturated soil comprising of pick work, jumper work, and blasting work both in soft and hard rock with chiselling 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 | 329.39 | Cum. | - | - |
| 2 | Providing and laying cement concrete 1:4:8 (1 cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete including cost of form work in:Foundation and plinth and wall including carriage of materials upto all leads and lifts. | 89.81 | Cum. | - | - |
| 3.01 | Providing form work with steel plates 3.15 mm( three decimal fifteen millimeter ) thick welded with angle iron in frame of 30x30x5mm(thirty into thirty into five millimeter) so as to give a fair finish including centering shuttering strutting and propping etcetera with wooden battens and ballies for all heights of propping and centering below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in including carriage of materials upto all leads and lifts. (a) Foundations, footings & bases of columns etc., Pedestal of columns and mass concrete. | 176.88 | Sqm. | - | - |
| 3.02 | columns, pillars, posts and struts square rectangular or polygonal in plan in any height | 177.6 | Sqm. | - | - |
| 3.03 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 313.21 | Sqm. | - | - |
| 3.04 | Suspended floors, roofs, landings, balconies, fecia ,bottom of beam, moulding and access platform | 452.11 | Sqm. | - | - |
| 3.05 | Stair cases with slopping or stepped soffits including landings etc. | 16.05 | Sqm. | - | - |
| 3.06 | Edges of slab, chajjas etc. | 229.67 | Rmt. | - | - |
| 3.07 | Vertical surfaces such as walls (any thickness) partitions and like i/c attached buttresses, pillasters, plith and string courses and the liike | 425.01 | Sqm. | - | - |
| 4.01 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (a) All works upto plinth level | 111.57 | Cum. | - | - |
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