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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Eligible |
| 2 | Accepted-Technical | Accepted-Technical Eligible |
| 3 | Accepted-Technical VIDYUT BHAWAN HPSEBL SHIMLA 171004 | SHIMLA | HIMACHAL PRADESH | 171004 | Accepted-Technical Eligible |
Tender Value
₹2.6 L
EMD Value
₹5,230
Closing Date
11 Sept 2026, 2:00 pmClosed
Executive Engineer
Jal Shakti Division Keylong
Providing and Laying of Interlocking Paver Blocks at JSV Colony, Keylong
2026_HPIPH_142493_1
5922-62 dt 01.09.2026 Paver Block
Open Tender
Civil Works
Item Rate
30 days
Jal Shakti Division Keylong Lahaul Spiti HP
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
EE Keylong
₹5,230
23 Sept 2026
1 Sept 2026
11 Sept 2026
1 Sept 2026
11 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed complete as per direction of Engineer-in-charge. (100% pick work) | 17.33 | Cum | - | - |
| 2 | Providing and laying in position cement concrete 1:3:6 (1 Cement : 3 coarse sand: 6 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level in all leads and lifts and to the entire satisfaction of Engineer-in- charge. | 7.88 | Cum | - | - |
| 3 | Providing and laying 40mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 105 | Sqm | - | - |
| 4 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 1.8 | Cum | - | - |
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Tendernotice_1.pdf
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Form6.pdf
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Form8.pdf
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TC.pdf
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BOQ_211717.xls
BOQ • 0.28 MB
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