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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-AOC | L1 | Accepted-AOC The works completed as per BOQ final Rate in approved | |
| 2 | Not Admitted-Finance | - | Not Admitted-Finance Not qualified for AOC | |
| 3 | Not Admitted-Finance | - | Not Admitted-Finance Not qualified for AOC | |
| 4 | Not Admitted-Finance | - | Not Admitted-Finance Not qualified for AOC |
Tender Value
Refer Docs
EMD Value
₹40,000
Closing Date
12 Jan 2022, 1:00 pmClosed
DFO
DFO Office theog
C/o of water Harvesting Structure in Odi Nalla GP Kalbog in kokthai Range
2022_FD_55382_1
E-Tander/2021-22
Open Tender
Civil Works - Others
Item Rate
60 days
C/o of water Harvesting Structure in Odi Nalla GP
similar Nature works
8 documents required · 8 mandatory
₹500
Yes
Payable To DFO Theog
₹40,000
Yes
18 Jan 2022
6 Jan 2022
12 Jan 2022
6 Jan 2022
12 Jan 2022
6 Jan 2022
6 Jan 2022 - 12 Jan 2022
Amount
Cutting in earth work and disposal of excavated earth up to a lead of 20mtr. With in all leads and lifts as per the direction of the engineer in-charges (for creating POUND)
Excavation in foundation and trenches etc. in earth work lift up to 1.50 mtrs. Stacking the excavated soil not more than 3 mtrs. Clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth in all kinds of soil such as pick, jumper work and blasting work in hard and soft rock and chiselling hard rock.
Providing and laying cement concrete 1:3:6(1 cement:3sand :6 grades stone aggregsate 40 mm size) and curing complete excluding cost of form work in: Foundation and Plinth
Providing and laying cement concrete 1:5:10 with 15% plum (1Cement :5 sand :10 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in : R/Wall and B/Wall size within all lifts. (Excluding skin reinforcement) Wall (any thickness but not less than 0.10 mtrs thickness) attached pilasters, butteresses, plinth and string courses etc. from top of foundation level up to floor two level (09320100/127)
Foundation and plinth
Wall (any thickness but not less than 0.10 mtrs thickness) attached pilasters, butteresses, plinth and string courses etc. from top of foundation level up to floor two level (09320100/127)
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping and cantering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu reinforced concrete and plain concrete in:-Vertical surfaces such as walls of (any thickness) partitionand the like including attached pillarsters buttresesses, plinth and string courses and the like.
Providing Tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level.
Providing and Laying MSERW pipe 200 mm dia 4.8 mm thick during concreting for outlet arrangement
Providing and fixing CI Sluice valve of class PN-1 with 200 mm dia medium class including flanges as per table 5 with nuts and bolts, 3 mm thick asbestos insertation, two layers of welding from inside and out of side of the pipe complete in all respect.
Providing & fixing Fencing around pound
Providing and fixing 2.50 meter long (1.80 meter high fencing ) 40x40x5mm
Provinding 1.80high fancing with Ms angle iron 2.50m c/c with horizontal layers and two diogonal layers with galvanised steel barbed wire (IS;278-196 type-1) weighting 9.38 per kg 100 mater strained and fixed to posts complete
Excavation in foundation and trenches etc. in earth work in all kind of soil such as pick work jumper work blasting in soft and hard and chiseling work including saturted soil slushy soil and under floor upto all depth and stacked the excavated soil and then returninghte stacked soil in15 cm layers when disping into plinth sides of foundation and then disposing of all leads and lifts
wire crates made of GI wire filed with boulder with square cut faces against the wire (wirecrates to be measured and paid for saprately )
wire crates made of GI wire filled with buulder with square cut faces against the wire (Boulder filling to be measured and paid for seperatly GI wire 5mm thick x15cm mesh)
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