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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 LAdmitted-Finance HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 175001 | L1 | Admitted-Finance | |
| 2 | L2₹15.7 L+₹11,164.11 (0.72%)Admitted-Finance VILLAGE BALI PO BEHLI TEHSIL NIHRI DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | L2 | Admitted-Finance | |
| 3 | L3₹17.6 L+₹2.0 L (12.9%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹19.0 L+₹3.5 L (22.3%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹19.4 L+₹3.8 L (24.4%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DEVI CHAND THAKUR L4 | ANKUSH VERMA L2 | Thakur Constructions L6 | PK Enterprises L5 | RANJEET THAKUR L1 | durga parasd contruction L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | 74.25 | Cum. | 150 ₹13,142.25 | 168.5 ₹14,763.13 | 440 ₹38,550.6 | 350 ₹30,665.25 | 250 ₹21,903.75 | 149 ₹13,054.64 Lowest |
| 2.00 | Providing and laying cement concrete in retaining walls,return walls,walls(any thickness) including attached pilasters,column,piers; abutments,pillars,posts,struts,buttresses,string or lacing courses,parapets,coping, bed blocks,anchor blocks,plain window sills,fillets,sunken floorsetc.,up floor five level, excluding the cost of centering,shuttering and finishing :1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 20 mm nominal size) | 177.93 | Cum. | 7,000 ₹14,69,701.8 | 5,933 ₹12,45,677.25 | 7,200 ₹15,11,693.28 | 7,250 ₹15,22,191.15 | 5,800 ₹12,17,752.92 Lowest | 6,500 ₹13,64,723.1 |
| 3.00 | Centering and shuttering including strutting, propping etc. and removal of form for: retaining walls,return walls,walls(any thickness) including attached pilasters, butteresses, plinth and string courses fillets, kerbs and steps etc. | 762.6 | Sqm. | 350 ₹3,14,953.8 | 213 ₹1,91,671.88 Lowest | 480 ₹4,31,936.64 | 350 ₹3,14,953.8 | 270 ₹2,42,964.36 | 295 ₹2,65,461.06 |
| 4.00 | Stone filling behind reatining walls complete in all respects as per directions of EIC | 48.6 | Cum. | 1,400 ₹80,287.2 | 1,650 ₹94,624.2 | 2,400 ₹1,37,635.2 | 300 ₹17,204.4 Lowest | 950 ₹54,480.6 | 1,550 ₹88,889.4 |
| 5.00 | P/L 110 mm dia PVC pipes as per directions of EIC in weep holes of retaining/breast walls etc. | 86.4 | meter | 250 ₹25,488 | 205 ₹20,900.16 | 270 ₹27,527.04 | 500 ₹50,976 | 190 ₹19,370.88 Lowest | 250 ₹25,488 |
Tender Value
Refer Docs
EMD Value
₹48,000
Closing Date
21 Sept 2026, 4:30 pmClosed
Dy. General Manager (Contracts)
DGM Contract, HPPTCL
Providing breast wall in cement concrete 1.3.6 along the approach road complete in all respect at 220/33 kV Phojal substation, Distt. Kullu
2026_HPPTC_143098_1
HPPTCL /CONTRACTS /TENDERS/GMCD/2026/010
Open Tender
Civil Works
Item Rate
Phozal SS, PIU Sarabai
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,360
MD, HPPTCL
₹48,000
Shimla HP
16 Oct 2026
9 Sept 2026
23 Sept 2026
9 Sept 2026
21 Sept 2026
9 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | 74.25 | Cum. | - | - |
| 2 | Providing and laying cement concrete in retaining walls,return walls,walls(any thickness) including attached pilasters,column,piers; abutments,pillars,posts,struts,buttresses,string or lacing courses,parapets,coping, bed blocks,anchor blocks,plain window sills,fillets,sunken floorsetc.,up floor five level, excluding the cost of centering,shuttering and finishing :1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 20 mm nominal size) | 177.93 | Cum. | - | - |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form for: retaining walls,return walls,walls(any thickness) including attached pilasters, butteresses, plinth and string courses fillets, kerbs and steps etc. | 762.6 | Sqm. | - | - |
| 4 | Stone filling behind reatining walls complete in all respects as per directions of EIC | 48.6 | Cum. | - | - |
| 5 | P/L 110 mm dia PVC pipes as per directions of EIC in weep holes of retaining/breast walls etc. | 86.4 | meter | - | - |
stage.html
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tech_eval.pdf
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details.html
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Tendernotice_1.pdf
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Vol.-I Commercial_Breast wall_1. Vol-I Front Page.docx
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Vol.-I Commercial_Breast wall_2. Contents of Sec-1.doc
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Vol.-I Commercial_Breast wall_3. Section-1_ Breast wall.DOC
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Vol.-I Commercial_Breast wall_4. Section-2_Breast wall.docx
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Vol.-I Commercial_Breast wall_5. Section-3_breast wall.DOC
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Vol.-I Commercial_Breast wall_6. Section-4_Breast wall.doc
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Vol.-I Commercial_Breast wall_7. Annexures(1-9).doc
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Vol-II Price Schedule_Breast wall_Breast wall Phojal Substation RW.xlsx
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Vol-III Technical Data_Breast wall_SECTION 1 - CIVIL WORKS (1) Phojal.docx
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Vol-IV Drawings & Details_Breast wall_Drawing breast wall in Cement PCC.pdf
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BOQ_212528.xls
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