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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Rejected-Technical | Rejected-Technical As Per technical committee report |
Tender Value
₹3.7 L
EMD Value
₹4,200
Closing Date
16 Jan 2020, 12:00 pmClosed
Nodal Officer
SVP University of Agriculture and Technology Modipuram Meerut
Supply of material and Installation of Irrigation Facility at SVPUAT Meerut
2020_SVPUM_418942_1
17-SVP-2019-20
Open Tender
Civil Works
Item Wise
30 days
SVP University of Agriculture and Tech Meerut
As per Tender Document/Technical Bid
3 documents required · 3 mandatory
₹1,500
FC SVPUAT
₹4,200
comptroller Office
25 Jul 2020
1 Jan 2020
16 Jan 2020
1 Jan 2020
16 Jan 2020
1 Jan 2020
1 Jan 2020 - 16 Jan 2020
8 Jan 2020
Amount
Name of material and work
Supply & Fixing P.V.C pipe 160 mm Dia. 6.0kg/cm2 Pressure (395 Meter)
Supply & Fixing P.V.C pipe 110 mm Dia. 6.0kg/cm2 Pressure (32 Meter)
Supply & Fixing P.V.C Elbow 160 mm Dia. 6.0kg/cm2 Pressure (10 No.)
Supply & Fixing P.V.C Socket 160 mm Dia. 6.0kg/cm2 Pressure (10 No)
Supply & Fixing P.V.C end Cap 160 mm Dia. 6.0kg/cm2 Pressure (05 No.)
Supply & Fixing P.V.C end Cap 110 mm Dia. 6.0kg/cm2 Pressure (26 No.)
Supply & Fixing P.V.C Elbow 110 mm Dia. 6.0kg/cm2 Pressure (08 No)
Supply & Fixing P.V.C Socket 110 mm Dia. 6.0kg/cm2 Pressure (07 No)
Supply & Apply P.V.C Solvent ISI Marked (05 Lit)
Supply & Fixing P.V.C Tee 160 mm ×110mm Dia. 6.0kg/cm2 Pressure (13 No)
Supply & Fixing P.V.C Tee 110 mm Dia. 6.0kg/cm2 Pressure (13 No)
Supply & Fixing C.P.V.C MTA 160 mm×110mm Dia. (03 No)
Supply & Fixing P.V.C Reduser 160 mm×110mm Dia. 6.0kg/cm2 Pressure (02 No)
Supply & Fixing G.I Elbow 110 mm Dia. ISI Marked (02 No)
Earthwork in culting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. In depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also including 1.50 M. Gft. and 30 M lead. The earth form putting to be used in making embankment or to be deposited as spoil banks with in 30 M. distance as directed by the Engineer incharge. (Excluding royality) (Royalty as per Govt. rate to be paid extra wherever applicable) for small works Abadi area (Where machine can not move) (123.52 Cum)
M – 150 Brick work in 1:4 one cement and four corse sand mortar in foundation and plinth including supply of all material labour Tools & Plants etc required for proper completion of the work. (18.69 Cum)
Concrete with 4 cm gauge brick ballast, Fine sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (10.50 Cum)
4.0 cm (1*) thick 1:2:4 plain cement concrete floor with cement approved coarse sand and 2 cm (1*) graded approved stone grit, laid in panels finished with 3 mm (1/8*) floating coat of heat cement of cement and marble dust in ratio 5:1 as specified over and without base concrete any overlapping mortar are the joints of the penal if any and giving them a uniform finish, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (29.25 Sqm)
12 cm thick plaster with cement and corsesand of 1.25 fineness modules in 1:4 over brick work minimum thickness not to be less than 1 com. Including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (127.92 Sqm)
R.C.C. work with cement approved coarse and & 2 cm gauge approved stone grit in proportions of 1:2:4 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. and supply of all materials, labour, Toos & plants etc required for proper completion of the work including coat of binding wire. The rate excludes making of drip course, which shall be paid extra. (1.30 Sqm)
Providing and Laying reinforcement in R.C.C. work (1.4 QTL)
M/S ARUN SOM
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