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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.0 LRejected-Finance VILLAGE SUKA REUR P O REUR SUB TEHSIL REWALSAR DISTT MANDI H P 175023 | REWALSAR | MANDI | HIMACHAL PRADESH | 175023 | L1 | Rejected-Finance Lowest rate | |
| 2 | L2₹39.0 L+₹5.0 L (14.7%)Rejected-Finance VILLAGE NER PO MANJHU TEHSIL ARKI DISTT SOLAN H P | ARKI | SOLAN | HIMACHAL PRADESH | L2 | Rejected-Finance Higher rate | |
| 3 | L3₹39.5 L+₹5.5 L (16.3%)Rejected-Finance GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | L3 | Rejected-Finance Highest rate |
Tender Value
Refer Docs
EMD Value
₹45,100
Closing Date
27 Mar 2024, 5:00 pmClosed
District Project Manager, HPCDP JICA-ODA, Solan
Village Kailer, P.O Saproon Distt. Solan (H.P.)173211
Construction of Farm Access Road at FIS Balja Nallah to Wasni, Village Wasni, G.P. Wasni, Tehsil Pachhad, District Sirmour (HP)
2024_HPCDP_88568_1
NoAgrSLNDPMUJICAODAPhaseII G 99 2191 dt15.03.2024
Open Tender
Civil Works - Roads
Item Rate
90 days
G.P. Wasni, Tehsil Pachhad, District Sirmour (HP)
Please refer Tender documents.
15 documents required · 15 mandatory
₹1,500
District Project Manager, HPCDP JICA-ODA, Solan
₹45,100
District Project Manager, HPCDP JICA-ODA, Solan
2 Aug 2024
15 Mar 2024
28 Mar 2024
15 Mar 2024
27 Mar 2024
15 Mar 2024
21 Mar 2024
Amount
Excavation in drains and channels etc. in earth work including dressing of side and bed and disposing of excavated earth up to a lead of 20 mtrs. and liftv up to 1.50mtrs. disposed earth to be levelled and neatly dressed.
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
WBM Grading 2 Providing laying spreading and compacting stone aggregate specific sizes to water bound macadum specifications including spreading in uniform thickness and packing rolling with three wheel 80-100 KN Static roller in stages to proper grade and camber, applying and brooming spreading stone, screening/binding material to fill up intersects of coarse aggregate watering and compacting to required density grading-II as per technical specification clause 405 by mannual means.
Providing and laying in position cement concrete 1:4:8 and curing complete including the cost of formwork for plain/reinforced concrete in retaining walls, breast walls as per drawing and HP. PWD technical specifications. within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All up to plinth level 1:2:4 (1 Cement:2 Coarse sand : 4 aggregate stone aggregate 20 mm nominal size). within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
Construction of hill side in accordance with the requirement of specification true to line grade (Providing and laying concrete for plain/ reinforced concrete is open foundation complete PCC grade M10 (Nominal Mix 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
Pushpender Bhargav
RAKESH KUMAR
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