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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 LAccepted-Finance | L1 | Accepted-Finance Accepted | |
| 2 | L2₹18.5 L+₹33,603.72 (1.85%)Accepted-Finance | L2 | Accepted-Finance Accepted |
Tender Value
Refer Docs
EMD Value
₹35,000
Closing Date
28 Dec 2020, 6:00 pmClosed
Superintendent Engineer
UPSCIDCO JHANSI
Supply of labour for Drain work and Irrigation Drain and delivery Tank at Rajkiya Pashudhan evam Krishi prakshetra Bharari Jhansi
2020_SCIDC_539394_1
67/EE/ET/2020-21
Open Tender
Civil Works - Others
Item Rate
90 days
Bharari Jhansi
Please Refer the tender Document
2 documents required · 2 mandatory
₹1,300
Yes
UPSCIDCO LTD
₹35,000
Yes
7 Jan 2021
19 Dec 2020
29 Dec 2020
19 Dec 2020
28 Dec 2020
19 Dec 2020
19 Dec 2020 - 28 Dec 2020
Amount
Labour Work (Drain work 300mmx300mmx450mm size)
Clearing of Jungle direction bt Engineer in charge
Excavation in Foundation in ordinary Soil (Loam clay ,or sand) i/c lift upto 1.5 metre (5fts.) and lead upto 30m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space betbeen the building and the sides of foundation trenches or into the plinth and removal and diposal of surplus earth as directed by the Engineer -in -charge upto a distance of 30m. (100fts.) from the foundation trenches Labour and T&P.
laying and consolidation of blanket coat sand filling i/c supply of all material labour and T&P etc.
Providing and laying of base concrete in 1:4:8 (cement:coarse sand:stone ballast 40 mm Nominal size ) and curing complete in foundation and floors. including Labour and T&P.
Class-150 bricks work in (1:4)/(1:6) cement and coarse sand of 1.25 finensess modulous mortar in foundation and plinth i/c supply of all Labour T&P etc. required for proper completion of work
Providing and laying of base concrete in 4:2:1 stone Grit 20mm, Nominal size approved coarse sand cement and curing complet in foundation and floors. including Labour and T&P
12mm to 15 mm thick plaster with 1:4 cement and coarse sand neat cement finish of 1.25 F.M. mortar i/c supply of all materials Labour and T&P etc. required for proper completion of the work. (Edging/Drain
Shifting of bricks by head load
Shifting of C.Sand by head load distance above 60 metre.
Shifting of Cement by head load.
Filling and leveling excavated earth i/c labour T&P etc.
M.S. iron work i/c cutting, placing supply of binding wire. direction by EIC
R.C.C. work with cement approved course sand and 2 cm (3/4)” gauge approved stone ballast in the proportions of 1:1½;3 in Lighter beam having spans above 6m .excluding supply of reinforcement and its bending but including its fixing and bending the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and also including Supply of all materials, labours and T&P etc. required for proper completion of work binding wire cost being including in the item
Laying and consolidation of blanket coat stone dust including supply of all materials, labour and T&P.
230 mm thick bricks works in 1:6 cement and coarse sand of 1.25F.M. mortar in plinthsupply of all materials, labour and T&P etc. required for proper completion of the work. But in super structure in 230mm wall including providing scaffolding rope, chahlies fixing and removal. In Super Structure.
20mm thick cement concrete flooring 1:2:4 (1cement:2coarse sand:4 graded stone aggregate of size 12.5mm and below) by laid over concrete finished with floating coat of neat cement (base concrete to be paid separately) including fixing of glass strips. (Excluding cost of glass strips.)
Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrougth to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping and hooks.
Labour Work (Irrigation Drain and Delivary Tank 1.50m High From GL Size (2.0x2.0x.90)
Earth work Excavation in foundation in black cotton soil (in Bundelkhand aera) including lift upto 1.5 m. and lead upto 30 m. and including filling, watering and remming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge a direction of 30 m. from the foundation.
Cement concrete in 1:4:8 with cement, Sand and 40 mm granite stone ballast (crusher broken) in foundation including supply of all materials, labours and T&P etc. Required for proper completion of the work.
R.C.C work with cement approved coarse sand and 20 mm gauge stone ballast in the proportions of 1:1.5:3 in Slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. also including supply of all materials,labour and T&P etc. required for proper completion of the work .Binding wire cost being included in the item but for Column's footing work.
M 150 brick work in 1:4 cement and Coarse sand of mortor in foundation in one brick thick wall including supply of all materials , labours and T&P etc. required for proper completion of the work.(Edging/Drain).
12/15mm thick plaster in 1:4cement mortar over brick work minimum thickness not to be less than 3/6”(12mm) thick including supply of all materials labour and T&P etc. required for proper completion of the work for proper completion of the work but with cement and approved coarse sand in 1:4 cement & fine sand of 1.25 F.M. mortar.in internal
Making inlet for 4" discharge.
Making outlet for 6" discharge.
Supply and fixing of 6" Sluice Valve (with caps).
Excavation in foundation in soil mixed with moorum/ shingle/kankar in bundelkhand area requiring use of specials tools and plants such as pick axes and sabblals etc.
PCC in 1:4:8 with cement Sand and 40mm granite stone ballast
M 150 brick work in 1:4 cement and Coarse sand of mortor in foundation in one brick thick wall including supply of all materials , labours and T&P etc. required for proper completion of the work.
20 mm plaster with in 1:4 C:C/S+neat cement.
25 mm P.C.C. flooring in 1:2:4 C:C/S:S/G
R.C.C. in 1:1/2:3 C:C/S:S/G top cover i/c all material labour t&p.
Total sheet in reinforcement.
Shifting of material above 60 mtr distance (R.C.C. Hume pipe)
Shifting of material above 60 mtr distance (Coarse sand)
Shifting of material above 60 mtr distance (Cement)
Shifting of material above 60 mtr distance (Bricks)
Laying of 10" dia non-pressure NP2 class (light duty) R.C.C pipes with collers joined with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement: 2 fine sand) i/c testing of joints etc. complete. i/c Trenches
M/S HARSHITA ASSOCIATE
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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