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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.7 LAccepted-AOC J D ROAD WARD NO 4 P O KOKRAJHAR P S KOKRAJHAR DIST KOKRAJHAR BTR ASSAM | KOKRAJHAR | ASSAM | 783331 | L1 | Accepted-AOC L1 | |
| 2 | L1₹31.7 LRejected-AOC | L1 | Rejected-AOC L1 | |
| 3 | L2₹35.2 L+₹3.5 L (11.2%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 4 | L3₹35.3 L+₹3.6 L (11.3%)Rejected-AOC C O PREMANANDA GOYARY VILL DUBAGAON P O GOLAGAON P S SIMLA DIST BAKSA PIN 781327 | DUBAGAON | BAKSA | ASSAM | 781327 | L3 | Rejected-AOC L3 |
Tender Value
₹35.2 L
EMD Value
₹70,500
Closing Date
26 May 2023, 1:00 pmClosed
the S.E.PWD, Kokrajhar Bldg, Circle, Kokrajhar
O/o the S.E.PWD, Kokrajhar Bldg, Circle, Kokrajhar
Construction of Internal Road at Binneswar Brahma Engineering College Campus (For New Academic Building Road), Kokrajhar, Assam under SOPD-G during the year 2022-23. Pkg No.520_3
2023_BoTC_30722_1
No. TECH- 05/SE(B)/E-Tender
Open Tender
Civil Works - Building
Item Rate
180 days
Kokrajhar
Please refer Tender documents.
4 documents required · 4 mandatory
₹800
₹70,500
Yes
O/o the S.E.PWD, Kokrajhar Bldg, Circle, Kokrajhar
26 Jul 2023
8 May 2023
26 May 2023
8 May 2023
26 May 2023
8 May 2023
8 May 2023 - 15 May 2023
16 May 2023
Amount
Road Work: Excavation, supplying and fitting of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20cm in trenches, plinth sides of foundation etc. complete.
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials 2.26.1 All kinds of soil For ch.0. to 1, L=125.00mExtra Ht=0.45m
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials 2.26.1 All kinds of soil For ch.1. to 2, L=26.00m Extra Ht=1.60m
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials 2.26.1 All kinds of soil For ch.3. to 4, L=70.00m Extra Ht=0.85m
Construction of granular sub-base by providing close graded material, conforming to specification mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to eork site for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface, and compacting with vibratory power roller to acievw the densired density complete as per specification and directions of Engineer-in-charge. 16.78.2 WIth material conforming to Grade II (size range 53mm to 0.075 mm) having CBR value-25
Providing and laying factory made xhamfered edge cement concrete paver blocks in foothpath, parks, lawns, drive ways or light traffic parking etc of required strength thickness & size shape made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern finishing and sweeping extra sand, complete all as per direction of engineer-in-charge. 80mm thick CC paver block of M-30 Grade with approved colour desing and pattern
1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) slide edging.
Tarun Saha
RAJIB BASUMATARY
Detshrang Goyary
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tech_eval.pdf
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