Civil works Related to Construction of 01 No. 33 KV Reliance Bay at 132 KV Sub Station Bisalpur Pilibhit

CIVIL WORKS RELATED TO CONSTRUCTION OF 01 NO. 33 KV RELIANCE BAY AT 132 KV SUB-STATION BISALPUR, PILIBHIT.

BILL OF QUANTITY

CIVIL WORKS RELATED TO CONSTRUCTION OF 01 NO. 33 KV RELIANCE BAY AT 132 KV SUB-STATION BISALPUR, PILIBHIT.

(Rate as per Current SOR 05/2024 based on Issued DSR- (Group-5)

Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. (DSR 2.32)

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kind of soils. (DSR2.28 )

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. as directed by Engineer-in-charge,for all kinds of soil. (DSR No. 2.8.1)

Providing and laying cement concrete 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) All work up to plinth level excluding the cost of centering, shuttering and finishing. (DSR No. 4.1.2)

Providing and laying in position cement concrete of 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) excluding the cost of centering and shuttering - All work up to plinth level. (DSR No. 4.1.8)

Providing and laying in position cement concrete of 1:5:10 (1 Cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All work up to plinth level. (DSR No. 4.1.10)

Providing and laying in position of 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) reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. (DSR No. 5.1.2)

Centering and shuttering including strutting, propping etc for foundations,footing and bases of column etc for mass concrete including removal of shuttering (DSR No. 5.9.1)

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. (DSR No. 5.9.6)

Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(DSR No. 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) (DSR No. 6.1.1)

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(DSR No. 10.2)

12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) (DSR No.13.4.1)

Neat cement punning.(DSR No.13.18)

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 No. 13.62.1)

Arranging and spreding 75 mm thick broken grit 20 mm (Granite stone) uniform for turfing over 100mm thick base course of C.C. In 1:4:8 (1cement:4coarse sand: 8, 40mm stone ballast) top finish by brooming of cement mortar 1:4(1cement: 4 Coarse sand) including supply of all materials, labour and tools and plants etc. required for proper completion.(DSR NSI 2)

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. (DSR NSI 15)

Fixing and grouting 25 mm and below dia M.S. Anchor bolt in proper alignment level and setout with the help of a template including supply of all labour T&P etc. reqd. for proper completion of the work. (labour rates only) . (DSR NSI 16)

Fixing and grouting of trench edging in proper level and alignment including cost of all labour, and T&P etc. required for proper completion of the work but excluding cost of C.C. (labour rates only ) (DSR NSI 22)

Fixing of template in position level and alignment for grouting of Anchor bolt in auxiliary structure (labour rate only). (NSI No. 24)

Fixing of cable trench racks in proper position and alignment including cost of all labour, material and T&Petc. required for proper completion of the work (Labour rate only) (DSR NSI 25)

Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. (DSR NSI 34)

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 (DSR NSI 36)

Painting letters & number over cable trench cover or other places with the help of stencils including painting of base of 150 mm. dia of one coat of primer and two coats of superior quality synthetic enamel paint size of letter to be 60 mm. x 10 mm. including cost of all materials labour and T&P etc. required for proper completion of the work including placing of Trench covers in required position (DSR NSI 37)

Placing of trench cover of all size in proper position including transportation from different places within the S/S area including all labour, T&P etc. required for proper completion of the work as per direction of Engineer - in - charge. (DSR NSI 58)

Total

Terms & Conditions :-

1.The quantities are tentative and may vary to any extent or deleted during execution as per actual approved lay out plan & site condition.

2.Pozzlona Portland cement confirming to IS 1489(Part 1) 1991 of approved quality like ACC,Ultra-Tech,Birla or equi.shall

3.Overweight steel section within tolerance shall be measured at standard weight and underweight steel section within tolerance shall be measured at actual weight.

4.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.

5.In case of dismantling of civil structure at site, 60% brick work shall be treated as fresh brick, 30% as brick bat & 10% as debris. Fresh brick & brick bat shall be issued to contractor/ firm at prevailing/pertaining SOR.

6.The amount of scrape steel recovered from dismantling shall be issued to contractor/ firm at 1/3rd of rate in prevailing/pertaining SOR.

7. Rates in BOQ Are exclusive of GST. Labour Cess shall be borne by contractor.

8. All civil work shall be execute according to the approved drawing of UPPTCL.

9. All civil work shall be carried out as per UPPTCL/UPPWD specifications.

10. Rates quoted by the contractor shall be Inclusive of all charges/contingencies that may be encountered at the site. Only GST bill be paid extra as applicable.

11. The Contractor will be submit all papers of royalty related to the material use at site in division office.

12. Drawing if required will be submitted by the contractor for approval by competetnt authority the cost of which shall be borne by the contractor.

13. If tendered or quoted ratesare below w.r.t.Department SOR then additional security performance guaranty shall be deposited by entered as per GO. No. 622/23-12-2012-02-audit-08

14. The Contractor will make necessory arrangements of testing of material cubes or any other testing as per direction on engineer in charge and submit 3 copies of test results in division office. The cost of which will be borne by the contractor.