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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.7 LAccepted-AOC 527 DELHI ROAD NEW AVAS VIKAS COLONY SAHARANPUR 247001 U P | SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹33.7 L | L1 | Accepted-AOC Due to quoted Lowest Rate |
| 2 | L2₹33.8 LRejected-Finance | ₹33.8 L | L2 | Rejected-Finance Due to quoted Highest rate |
Tender Value
₹33.9 L
EMD Value
₹80,000
Closing Date
17 Mar 2026, 12:00 pmClosed
Project Manager
UPPCL Unit-26
CONSTRUCTION OF BOUNDARY WALL AND GATE AT GOVERNMENT MEDICAL COLLEGE, DISTRICT SAHARANPUR UP
2026_UPPRC_1117001_2
07/UPPCL/PM-26/SRE/2025-26
Open Tender
Civil Works
Percentage
90 days
Saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
₹80,000
Yes
9 Apr 2026
11 Mar 2026
17 Mar 2026
11 Mar 2026
17 Mar 2026
11 Mar 2026
Select, At Par, Excess (+), Less (-) IOCL
Tender Inviting Authority: Project Manager
Name of Work:- CONSTRUCTION OF BOUNDARY WALL & GATE AT GOVERNMENT MEDICAL COLLEGE, DISTRICT- SAHARANPUR (U.P.)
Contract No: 07/PCL/PM-26/SRE/2025-26, DATE- 16.02.2026
Name of the Bidder/ Bidding Firm / Company :
Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category
0.00_) Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. All kind of soil. DSR-2.8.1 BI01010001010000000000000515BI0100001113 cum 0.00_ Excess(+) Full Conversion INR
0.00_) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR-4.1.8 BI01010001010000000000000515BI0100001114 CUM 0.99_ Excess(+) Full Conversion INR
0.00_) Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) M-20.Upto plinth lvl (Beam) BI01010001010000000000000515BI0100001115 CUM 0.00_ Excess(+) Full Conversion INR
0.00_) Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) M-20.Above plinth lvl (Beam) BI01010001010000000000000515BI0100001116 0.99_) CUM 0.00_ Excess(+) Full Conversion INR
0.00_) Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) M-20.Upto plinth lvl (Column) BI01010001010000000000000515BI0100001117 0.00_) CUM 0.00_ Excess(+) Full Conversion INR
0.00_) Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) M-20. Above plinth lvl (Column) BI01010001010000000000000515BI0100001118 CUM 0.00_ Excess(+) Full Conversion INR
0.00_) Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) M-20. (Foundation) BI01010001010000000000000515BI0100001119 CUM 0.00_ Excess(+) Full Conversion INR
0.00_) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR-5.22.6 BI01010001010000000000000515BI0100001120 QTL. 0.00_ Excess(+) Full Conversion INR
0.00_) M-150 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand). DSR-6.1.1 BI01010001010000000000000515BI0100001121 0.000_) CUM 0.00_ Excess(+) Full Conversion INR
0.00_) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) DSR-6.4.1 BI01010001010000000000000515BI0100001122 0.000_) CUM 0.00_ Excess(+) Full Conversion INR
0.00_) Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) DSR-6.13.2 BI01010001010000000000000515BI0100001123 0.00_) SQM 0.00_ Excess(+) Full Conversion INR
0.00_) Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. DSR-4.13 BI01010001010000000000000515BI0100001124 0.00_) SQM 0.99_ Excess(+) Full Conversion INR
0.99_) 12mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) DSR 13.4.2 BI01010001010000000000000515BI0100001125 0.00_) SQM 0.00_ Excess(+) Full Conversion INR
0.99_) Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). DSR-13.47.1 BI01010001010000000000000515BI0100001126 SQM 0.99_ Excess(+) Full Conversion INR
0.99_) Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. DSR-10.31 BI01010001010000000000000515BI0100001127 0.00_) KG 0.99_ Excess(+) Full Conversion INR
0.99_) Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. DSR-13.62.1 +13.50.3 BI01010001010000000000000515BI0100001128 0.00_) SQM 0.99_ Excess(+) Full Conversion INR
0.99_) Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) BI01010001010000000000000515BI0100001129 0.00_) RM 0.99_ Excess(+) Full Conversion INR
0.99_) Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete. DSR-5.9.1 BI01010001010000000000000515BI0100001130 SQM 0.99_ Excess(+) Full Conversion INR
0.99_) Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns,Pillars, Piers, Abutments, Posts and Struts. DSR- 5.9.6 BI01010001010000000000000515BI0100001131 SQM 0.00_ Excess(+) Full Conversion INR
0.99_) Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers. DSR-5.9.5 BI01010001010000000000000515BI0100001132 SQM 0.99_ Excess(+) Full Conversion INR
0.99_) Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete :1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). BI01010001010000000000000515BI0100001133 0.99_) CUM 0.00_ Excess(+) Full Conversion INR
0.99_) M.S. or Iron work in heavy sizes such as trusses, built up gates, record rack, roof work , gates etc wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work. BI01010001010000000000000515BI0100001134 0.00_) KG 0.00_ Excess(+) Full Conversion INR
0.00_) Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. BI01010001010000000000000515BI0100001135 0.00_) SQM 0.00_ Excess(+) Full Conversion INR
0.00_) Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. BI01010001010000000000000515BI0100001136 0.00_) SQM 0.99_ Excess(+) Full Conversion INR
Total in Figures
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