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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-AOC C O ACLS BOOK CENTRE KOHIMA GIGHT BAZAR BUILDING NAGALAND POST BOX NO 418 KOHIMA 797 001 NAGALAND | KOHIMA | KOHIMA | NAGALAND | 797001 | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹8.8 L+₹26,306 (3.07%)Rejected-Finance C O VAUDE VILLE HARDWARE OPP IOC DZUVURU KOHIMA NAGALAND 797 001 | KOHIMA | KOHIMA | NAGALAND | 797001 | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹9.7 L+₹1.1 L (13.0%)Rejected-Finance C O HILL HARDWARE STORE P R HILL KOHIMA NAGALAND | PHEK | NAGALAND | 797104 | L3 | Rejected-Finance Other than lowest bidder |
Tender Value
Refer Docs
EMD Value
₹17,500
Closing Date
24 Nov 2022, 6:00 pmClosed
AGE (I) Zakhama
C/o 792 FPO PIN-900792 C/O 99 APO
PROVN OF RETAINING WALL FROM GATE NO 1 UPTO 30 METRE OPPOSITE CHURCH (JAT HILL) AT CHAKABAMA MILITARY STATION UNDER AGE(I) ZAKHAMA.
2022_MES_560043_1
8106
Open Tender
Civil Works
Item Rate
180 days
AGE (I) Zakhama
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
AGE (I) Zakhama
₹17,500
3 Dec 2022
27 Oct 2022
28 Nov 2022
27 Oct 2022
24 Nov 2022
10 Nov 2022
Amount
Excavation over area, n. exc 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed.
Excavation in trenches not exc 1.50 m wide and not exc 1.50 m deep for foundation or for shafts, wells cesspits,man holes, laying of cable etc not exc 10 Sqm on plan and n exc 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed. hard/dense soil
M&L for PCC 1:4:8, type D2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete etc. complete all as specified and as directed.
M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and as directed.
M&L for Pre-Cast Plain Cement Concrete (1:3:6) type C1 using 20mm graded stone aggregate as in bond stone set in Cement Mortar 1:4 complete all as specified and as directed.
M & L for PCC 1:2:4, type B1 (using 20 mm graded stone aggregate) as in benching and coping, cills, fixing of post, water trough etc. including necessary formwork (straight or curved) complete all as specified and as directed.
M&L For extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, using 20mm thick Lime or sand stone complete all as specified and as directed.
M&L for raised pointing to random or ploygonal rubble, uncoursed or brought upto courses in cement mortar 1:4 complete all as specified and as directed.
S&F for (SWR) pipes,75mm bore single socket in any length with rubber ring joint, weep hole etc complete all as specified and as directed.
M&L for hand packing any thickness of broken stone or boulder at back of wall pitching, laid dry, hand packed tightly complete all as specified and as directed.
M & L for PCC 1:3:6, type C2 (using 40 mm graded stone aggregate) as in surface channel or drain including necessary form work complete all as specified and as directed.
M&L for extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and as directed.
Returning, filling, in soil including spreading, levelling, watering and well ramming in layers n.exc. 25cm thick complete all as specified and as directed.
Removing excavated soil to distance not exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point etc complete all as specified and as directed.
ZEVIZO ZUTSO
thepfuralie zutso
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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