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| # | Company | Status |
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| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
Tender Value
₹21.4 L
Closing Date
19 Mar 2021, 4:00 pmClosed
District Officer Soil and Water Conservation Bla
District Officer Soil and Water Conservation Bla
Construction of Water Harvesting Pond
2021_SWCD_119719_1
e-NIT No. 08 of 2020-21
Open Tender
Civil Works
Item Rate
45 days
Augmentatio Plan
Please refer Tender documents.
2 documents required · 2 mandatory
₹100
Yes
District Officer Soil and Water Conservation Bla
Exempted
20 Mar 2021
8 Mar 2021
20 Mar 2021
8 Mar 2021
19 Mar 2021
8 Mar 2021
Amount
Construction of Water Harvesting tank at Tujjar Shrief under Augmentation Plan
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5mtr. including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed 2x28’-0”x2’-6’x3’-0” = 420cft 2x24’-6’x2’-6’x3’-0’ = 367.5cft ------------- 787.5cft or 22.3cum
Laying/Dumping of soling stone in horizontal excluding cost of stones Qtty vide (1)= 262.5sft x 6’ = 131.25cft Bed = 25’-0”x25’-0”x6”=312.5cft --------------- 443.75cft or 12.42cum
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level. a) 1:5:10 (1 cement: 5 coarse sand :10 graded stone aggregate 40mm nominal size) crushed Qtty vide (2) = 887.5x4”= 292.87cft or 8.2cum b) 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) crushed 2(27’-6”+25’-0”)x(1’-0”+1’-6”)/2x 5’-6” = 721.87cft or 20.12cum
Centering and suttering including propping, strutting etc. & removal of form for; walls (any thickness) including attached pilasters,buttresses,plinth & string courses 4x25’-0”x5’-6’=600sft 4x27’-6’x5’-6’= 660sft ------------- 1260sft or 117.1sqm
15mm cement plaster of mix 1:4 ( 1 cement : 4 Course sand) (wall) =4x25’-0”x4’-0” = 400sft 2(27’-6”+25’-0”0x4’-0”=131.25sft ------------------- 531.25sft or 49.4sqm
Carriage of different materials from source to site of work a) Sand average 13 Km by MT
b) Stone aggregate 20mm average lead of 13km by MT
C) cement average lead of 5km by MT
IMTIYAZ AHMAD DAR
MOHD SHAFI BHAT
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