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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.3 LAccepted-AOC HIMACHAL PRADESH HP | HAMIRPUR | HIMACHAL PRADESH | 174304 | L1 | Accepted-AOC L1 | |
| 2 | L2₹33.4 L+₹4.6 L (15.8%)Rejected-Finance NOT AVAILABLE | NEW DELHI | DELHI | 110001 | L2 | Rejected-Finance L2 | |
| 3 | L3₹34.2 L+₹5.4 L (18.8%)Rejected-Finance VILLAGE THARAS P O HURLA TEHSIL BHUNTAR DISTT KULLU H P 175125 | KULLU | HIMACHAL PRADESH | 175125 | L3 | Rejected-Finance L3 | |
| 4 | L4₹43.2 L+₹14.4 L (49.8%)Rejected-Finance S O SH SANGAT SINGH R O SHASTRI NAGAR WARD NO 11 P O DHALPUR DISTT KULLU | L4 | Rejected-Finance L4 | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹38.9 L
EMD Value
₹65,900
Closing Date
14 Dec 2021, 5:00 pmClosed
Executive Engineer
JSV Division No. 1 Kullu
construction of wire crate, Gabion wall i c toe wall along with apron between RD 27300 to 27355.00 equal to 55 mtr
2021_HPIPH_54434_1
15980-16030
Open Tender
Civil Works
Item Rate
Katrain
Please refer Tender documents.
7 documents required · 7 mandatory
₹400
Executive Engineer
₹65,900
Yes
11 May 2022
7 Dec 2021
15 Dec 2021
7 Dec 2021
14 Dec 2021
8 Dec 2021
Amount
Earth work in excavation by mechanical means ( hydrauclic excavator ) / mannual means over areas ( exceeding 30cm in depth , 1.5 mtr . In width as well as 10 sqm on paln ) including desiposal of excavated earth , lead up to 50 mtrs and lift up to 1.5 mtrs disposal earth to be levelled and neatly dressed. Excavated earth be filled in back side of Gabion wall with in leads of 20 mtrs.
Providing Wire crate made of GI wire hand waven ( double twisted) filled with boulders with square cut faces against the wire (boulder filling to be measured and paid seperately ) with GI wire 5 mm thick corresponding to SWG-6 of 15x15 mm mesh in apron and sloping pitching complete in all leads and lifts including carriage of material and to the entire stisfaftion of Engineer in charge.
Porviding and laying stone filling in layers in Apron of guide banks embankment and protection work in wire crates made of GI wire filled with boulders with square cut faces against the wire the size of boulder / stone used in apron shall be larger then the opening of mesh i.e. more than 15 cm having proportionate weight not be less than 18 Kg ( wire crate to be measured and paid for saparately) including carriage of materials within all leads and lifts.
Providing and laying tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level including cost of binding wires and carriage of materials upto all leads & lifts as per the direction & entire satisfaction of Engineer-in-charge.
Stone/boulder filling behind the toe wall with hard stone within all leads and lifts and as directed by the Engineer in charge.
Rakesh Sen
Ashadeep Construction Pvt Ltd
RANVIR SINGH
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