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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹5.8 LAccepted-Finance | ₹5.8 L | 1st | Accepted-Finance 1st Lowest |
| 2 | 2nd₹5.8 LAccepted-Finance | ₹5.8 L | 2nd | Accepted-Finance 2nd Lowest |
| 3 | 3rd₹5.8 LAccepted-Finance | ₹5.8 L | 3rd | Accepted-Finance 3rd Lowest |
Tender Value
₹5.8 L
EMD Value
₹12,000
Closing Date
11 Mar 2026, 2:00 pmClosed
Superintending Engineer
Superintending Engineer Electricity Civil Transmission Circle Transmission Building Mohaddipur Gorakhpur
Special M and R of Type I II III residence colony of 400 220 KV Sub Station Azamgarh
2026_UPCTL_1119771_1
ST Tender Notice 33/ECTC/GKP/2025-26
Open Tender
Civil Works
45 days
Azamgarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
Current Account 39356752800
₹12,000
13 Mar 2026
24 Feb 2026
12 Mar 2026
24 Feb 2026
11 Mar 2026
24 Feb 2026
Special M&R of Type-I/II/III residence colony of 400/220 KV Sub Station Azamgarh.
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B.O.Q Special M&R of Type-I/II/III residence colony of 400/220 KV Sub Station Azamgarh. SOR (05/2024)
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil(2.6.1)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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)(4.1.2)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (5.3)
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (5.9.3)
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers (5.9.5)
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.(5.22.6)
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)(6.1.1)
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) (6.12.2)
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) (6.13.2)
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 110 mm diamete (12.41.2)
12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)(13.4.1)
12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand)(13.4.2)
Neat cement punning.(13.18)
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix).(15.2.2)
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar (15.7.4)
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. (15.56)
Making soak pit 2.5 m diameter 3.0 Meter deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (19.32.1 )
Concrete work with 40 mm gauge brick ballast obtained from breaking brick bats (brick bats supplied by the department free of cost) in proportion of 12:6:1 in foundation and under floors including cost of all labour, materials, T&P etc required for proper completion of work.(29.01)
Brick work in foundation & plinth with old dismantled bricks (supplied by department free of cost) and coarse sand mortar in 1:6 including supply of all other materials, labour, removing mortar & cleaning of old & used bricks,T&P etc complete.(29.03)
2.5 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC (29.35)
Providing and laying 110 mm Dia SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work.(29.109c)
Total Rs.
Conditions:
1. All civil work shall be executed according to the approved drawings of UPPTCL.
2. The quantities in BOQ are tentative and may vary up to any extent or be deleted as per the requirement at site.
3. All civil work shall be carried out as per UPPWD/UPPTCL specification.
4. Rates in BOQ are exclusive of CGST,SGST. Labour tax shall be borne by contractor.
5. Pozzlona Portland cement confirming to IS 1489(Part 1) 1991 of approved quality like ACC,Ultra Tech,Birla or equi.shall only be used.
6. Overweight steel section within tolerance shall be measured at standard weight and underweight steel section within tolerence shall be measured at actual weight.
7. In case any change in Bill of Quantity is suggested by higher authority that will be binding on the contractor.The agreement shall be executed on the approved Bill of Quantity only.
8.Performance Guarantee shall be applicable as per GO 622/23-12-2012-2 Audit/08 dt 08 June 2012.adopted by UPPTCL BOD dated 27.06.2017
9. The 60% amount of bricks available from dismantling shall be reovered @ Rs. 2362.00/thousand + GST from firm /contractor.
10. The 30% amount of bricks available from dismantling shall be reovered as brick ballast @ Rs. 700.00/CuM + GST from firm /contractor.
11. The amount of steel/Chain link/Pale Fencing available from dismantling will be recovered Rs. 20.00/Kg + GST from firm /contractor.
J.E S.D.O
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