Civil construction work for 01 No 33 KV bay for Siddhidata Agro Industries Pvt Ltd bay at 132 KV Sub Station Semarijmalpur Mau

Civil construction work for 01 No. 33kv bay for 'Siddhidata Agro Industries Pvt. Ltd. bay' at 132kv Sub Station Semarijmalpur,Mau.

B.O.Q Civil construction work for 01 No. 33kv bay for 'Siddhidata Agro Industries Pvt. Ltd. bay' at 132kv Sub Station Semarijmalpur,Mau. (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)

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(2.27)

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.(2.31)

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)

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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)(4.1.8)

Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns(4.3.1)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :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)(5.1.2)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete(5.9.1)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above 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)

Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.(11.2)

12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)(13.4.1)

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.2 mm cement plaster(13.9.1)

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(13.62.1)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). (15.2.1)

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)

Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately)(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately)Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement.(16.75-16.76)

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)

Supply of 25 mm dia.M.S. Anchor bolts (conforming to IS-226) 500 mm long with base plate(50x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work. (29.15)

Fixing of template in position level and alignment for grouting of Anchor bolt in auxiliary structure. (labour rate only).(29.24)

Fabrication of template for auxiliary foundations including cost of all labour, and T&P etc. required for proper completion of the work. Steel shall be arranged by contractor free of cost. This template shall be property of contractor.(Labour rate only).(29.27)

4.0 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 (29.36)

Total Rs.

J.E S.D.O

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. SDO