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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹3.4 L
EMD Value
₹7,866
Closing Date
19 Jul 2023, 6:00 pmClosed
District Soil Conservation Officer Division Bla
District Soil Conservation Officer Division Bla
PROVIDING AND LAYING EARTHEN, DRSM CHECK DAMS CONSTRUCTION OF INSPECTION PATH (0.50) Afforestation of naked rooted saplings in Pits AT BRANWARI, KHADINIYAR BARAMULLA, CO-BARAMULLA /C0 1K (UNDER CAMPA FY- 2023-24)
2023_SWCD_213986_7
e- NIT No. 02 of 2023-24
Open Tender
Civil Works
Item Rate
210 days
Branwari Khadinyar
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Yes
District Soil Conservation Officer Division Bla
₹7,866
Yes
22 Jul 2023
4 Jul 2023
20 Jul 2023
4 Jul 2023
19 Jul 2023
4 Jul 2023
Amount
FOR LAYING OF CRATE WIRE STRUCTURE AT BRANWARI, KHADINIYAR BARAMULLA ,CO:BARAMULLA /C0 1K (UNDER CAMPA FY- 2023-24)
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: in all kinds of soil 1m from cutting edge 1x16’-0”x5’-0”x [6”+ 1’-0”]/2 = 60cft or 1.70cum x 8 = 13.6 cum
Hand-packing stones in wire-crates; excluding cost of crates and stones 16’-0”x4’-0”x4’-0’=256cft or 7.25cum Deduct 15% voids = 1.08 cum T= 6.17 cum x 8 = 49.36 cum
Carriage of stones average lead of 600 m by head load Qtty vide (3) = 49.36 cum
Supply of crate wire mesh (4”x4”) including carriage up to site of work 1x 16’-0”x 16’-0”= 256 sft Lids 2x 4’-0”x4’-0”= 16 sft 288sft @ 220gram / sft = 63.36kg x 8 = 506.88 kg
LAYING OF DRSM CHECK DAMS AT BRANWARI, KHADINIYAR BARAMULLA , CO:BARAMULLA /C0 1K (UNDER CAMPA FY- 2023-24)
Construction of DRSM check dam with fashioning of stones to be used along the exposed faces with bond stones including earth work in excavation in all kinds of soils / ordinary rock/ hard rock (as per site ) in trench with an average minimum depth of 6” throughout the length of foundation including all necessary lead and lifts , excluding cost of stones & bond stones ,its carriage up to site of work, labour component ,supervision etc, complete job. (At Spots):- 1x( 1.50m + 1.20m)/2 x 1.20m x 131 m = 212.22 cum D/d 15% voids = (-) 31.83 Cum ----------------------------- T = 180.39 Cum or say 180 Cum
Afforestation of naked rooted saplings in Pits at BRANWARI, KHADINIYAR BARAMULLA ,CO:BARAMULLA /C0 1K (UNDER CAMPA FY- 2023-24) (BUC)
(BUC) Soil work in excavation forpreparation of staggered pits of size 0.45x0.45x0.45 mts in dense hard soil ,maintaining the required distances from pit to pit, dumping of clean surface soil seperately for refilling into the pits at the time of planting and rest down hill side of the pits, than planting charges of Naked Root B.L. plants in the middle of the pits into alreadydug out pits ,refilling of pits with clean pulverised top soil, ramming around the plants firmly with feet for firm fixation excluding the purchase of planting materials but includes the Mechanical carriages of Naked Root B.L. plants / handling charges of planting materials including all other operations of Co/01-K BRANWARI, KHADINIYAR
CONSTRUCTION OF INSPECTION PATH (0.50)M AT BRANWARI, KHADINIYAR BARAMULLA ,CO:BARAMULLA /C0 1K (UNDER CAMPA FY- 2023-24)
Surface dressing of the ground including removing vegetation & inequzlities not exceeding 15 cm deep and disposal of rubbish lead upto 50m in all kinds of soil [email protected]/100m
Clearing grass including removal of the rubbish upto a distance of 50m outside the periphery of the area cleared. 1x100mx0.50=sqm@73% =500sqm
MOHAMMAD ALIYAS KHAN
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