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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.7 LAccepted-AOC C O HILL HARDWARE STORE P R HILL KOHIMA NAGALAND | PHEK | NAGALAND | 797104 | L1 | Accepted-AOC Reasonable rate | |
| 2 | L2₹40.8 L+₹63,148 (1.57%)Rejected-Finance KEZO TOWN CHAKABAMA NEAR 1063 FD WORKSHOP GREF KOHIMA 797001 NAGALAND | KOHIMA | KOHIMA | NAGALAND | 797001 | L2 | Rejected-Finance Quoted amount higher than L1 | |
| 3 | L3₹41.0 L+₹83,004.72 (2.07%)Rejected-Finance C O VAUDE VILLE HARDWARE OPP IOC DZUVURU KOHIMA NAGALAND 797 001 | KOHIMA | KOHIMA | NAGALAND | 797001 | L3 | Rejected-Finance Quoted amount higher than L1 | |
| 4 | L4₹41.7 L+₹1.5 L (3.79%)Rejected-Finance | L4 | Rejected-Finance Quoted amount higher than L1 |
Tender Value
₹40.5 L
EMD Value
₹81,000
Closing Date
3 Sept 2024, 6:00 pmClosed
Cdr
HQ 137 Wks Engr PIN 914137 c/o 99 APO
PROVN OF BREAST WALL ALONG THE MAIN ROAD FROM TCP-1 TO XXXXX AT ZAKHAMA MIL STN
2024_MES_662182_1
8921/E8
Open Tender
Civil Works
Item Rate
180 days
Zakhama
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
AGE (I) Zakhama
₹81,000
Yes
16 Oct 2024
26 Jun 2024
10 Sept 2024
26 Jun 2024
3 Sept 2024
11 Jul 2024
Amount
Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil etc complete all as specified and as directed.
Excavating over areas, exc 1.5 m but not exceeding 3m deep and getting out in hard/dense soil etc complete all as specified and as directed.
Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil etc complete all as specified and as directed.
Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and directed.
M & L for PCC 1:3:6, Type C-2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed.
Material & labour for walling of random rubble masonry, uncoursed, well bonded, bedded and solidly hearted for retaining wall, abutments and similar work, built in Cement Mortar 1:6 complete all as specified and directed.
Extra over stone walling for 20mm hammer dressing of face and joints of random rubble walling,uncoursed or brought upto courses complete all as specified and as directed.
Material & labour for providing precast cement concrete 1:3:6, Type C1, using 20mm graded stone aggregate as in window or door Cills, lintels, bressummers, steps, quoin blocks [for use with masonry], string courses, copings. kneelers, apex stones, pier caps, columns, posts,bond stone boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders [for stone walling], corbels, brackets, etc. [of any section indicated], with plain fair faces, including chamfers, weatherings, throating etc. and setting in mortar 1:6 complete with joints to match complete all as specified and as directed.
Material & labour for Raised Pointing in Cement Mortar 1:4 to random rubble uncoursed or brought up to coursed masonry complete all as specified and directed.
Supply and laying 75mm bore PVC [SWR] pipes in single piece without joint as weep hole in retaining wall complete all as specified and as directed.
Material & labour for Plain cement concrete Type B1 [Nominal Mix] 1:2:4 using 20mm graded stone aggregate cast in situ in lintels up to 1.5m span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work, complete all as specified and as directed.
Material and labour for broken stone hardcore of gauge n.exc 63mm, deposited, spread and levelled in layers n.exc 15cm thick, watered and rammmed to a true surface complete all as specified and as directed.
Material and labour for 75 mm thick Plain Cement concrete type C-2, 1:3:6 (using 40mm graded aggregate) as in sub base of floor, finished the surface fair and even complete all as specified.
Material & labour for Plain cement concrete Type C1 [Nominal Mix] 1:3:6 using 20mm graded stone aggregate cast in situ in lintels up to 1.5m span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work, complete all as specified and as directed.
Material and labour pre polished, precast Chequered cement concrete tiles of size 250mmx250mm of 22mm thick as in floors set , jointed & pointed with neat cement slurry with white cement and pigment including 15 mm thick screed bed or bedding layer in cement mortar (1:4) complete all as specified and as directed.
Removing excavated soil to a distance n.exc 50M and deposited/ spreaded where directed at a level n. exc 1.5 M above the starting point complete all as specified and as directed.
Returning, filling in, of soft/loose soil including spreading leveling, watering and well ramming in layers not exceeding 25 cm complete all as specified and as directed
M/S Yhobu Entrepreneur (BID ID -3065682)
zevizo zutso (BID ID -3065781)
commercial enterprises (BID ID -3065648)
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