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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹46.5 L+₹46,177.37 (1.00%)Rejected-AOC C O HARU CH DEY KACHUGAON P O P S KACHUGAON DIST KOKRAJHAR BTC ASSAM PIN 783370 | KACHUGAON | KOKRAJHAR | ASSAM | 783370 | L2 | Rejected-AOC L2 | |
| 3 | L3₹47.0 L+₹92,194.34 (2.00%)Rejected-AOC C O ANIL CHANDRA SAHA DOTMA P O P S DOTMA DIST KOKRAJHAR BTC ASSAM PIN 783347 | DOTMA | KOKRAJHAR | ASSAM | 783347 | L3 | Rejected-AOC L3 |
Tender Value
₹46.1 L
EMD Value
₹92,163
Closing Date
24 Apr 2023, 2:30 pmClosed
Sri Padmadanda Choudhury
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
256 Capacity Auditorium Building for Govt. College of Teacher Education (Phase-I) at Kokrajhar in Kokrajhar District. TN No.130_02.
2023_BTC_30357_1
No. ACE-27/KOJ/IFB/2016-17/190
Open Tender
Civil Works - Building
Item Rate
365 days
Kokrajhar
Refer to Tender Documents
4 documents required · 4 mandatory
₹1,000
₹92,163
Yes
12 May 2023
6 Apr 2023
25 Apr 2023
6 Apr 2023
24 Apr 2023
6 Apr 2023
6 Apr 2023 - 24 Apr 2023
Amount
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
2.25(a) Excavating, supplying and filling 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 20 cm in trenches, plinth, sides of foundation etc. complete.
2.28 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 2.28.1 All kinds of soil
NOMINAL MIX. (P.C.C. WORKS) 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.5 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)
REINFORCED CEMENT CONCRETE WORKS 5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
PLYBOARD SHUTTERING (FORMWORK) 5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
Providing flat brick work soling in foundation and under floor with stone/ best quality picked jhama brick. Sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering complete.
6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
STEEL WORK 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
ANTI TERMITE TREATMENT 2.34 Supplying chemical emulsion in sealed containers including delivery as specified. 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
2.35 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 2.35.1 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: 2.35.1.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration
SRI BIBEKANANDA DEY
Arjun Saha
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