Tender For Construction Of 33 Kv Guru-Tegbhadur Bay At 132 Kv S/S Kunera, Etawah. (P.R. No. 1300068081/2025) - Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width, etawah-Uttar Pradesh

Tender For Construction Of 33 Kv Guru-Tegbhadur Bay At 132 Kv S/S Kunera, Etawah. (P.R. No. 1300068081/2025) - 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. (CSI no 2.8.1) 2 Supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete.(CSI no 2.27) 3 Cement concrete 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)(CSI no 4.1.8) 4 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (For CC)(CSI no 4.3.1) 5 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (For RCC)(CSI no 5.9.1) 6 Centering and shuttering including strutting, propping etc. and removal of form for columns,wall etc. for mass concrete (For RCC)(CSI no 5.9.6) 7 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)(CSI no 4.1.2) 8 Providing and laying in position 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) grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :(CSI no 5.1.2) 9 RCC work 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)(CSI no 5.2.2) 10 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) (CSI no 6.1.1) 11 Thermo-Mechanically Treated bars of grade Fe-500D or more reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(CSI no 5.22.6) 12 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.(CSI no 10.2) 13 Supply of 28 mm. dia M.S. Anchor bolts (conforming to IS 266)900 mm. long with base plate (75x75x6mm) welded with anchor boltsincluding its threading upto a length of 10cm. and also supplyof a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & T&P for proper completion of work 14 Fixing and grouting28 mm and above dia bolts in properalignment level and setout with help of a template completeincluding supply of all labour & T&P etc. required for propercompletion of the work. (labour rates only)(NSI 13) 15 Supplyof 25 mm dia.M.S. Anchor bolts (conforming to IS-226) 500 mmlong 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. (NSI 15) 16 Fixing and grouting 25 mmand 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)(NSI 16) 17 Fixing and grouting of trench edging in proper level andalignment including cost of all labour, and T&P etc. required forproper completion of the work but excluding cost of C.C. (labour rates only) . (NSI 22) 18 Fixing of template in position level and alignment for groutingof Anchor bolt in Main fdn(labour rate only). (NSI 23) 19 Fixing of template in position level and alignment for groutingof Anchor bolt in Auxiliary fdn(labour rate only). (NSI 24) 20 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). (NSI 25) 21 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. (NSI 37) 22 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate. (CSI No13.4.1) 23 CEMENT PLASTER (in course SAND)1:4 .. 24 12mm thick plasterfinished with a floating coat of neat cement of mix 1:4 ratio. (CSI No13.7.2) 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. (NSI 34) 26 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture. ((CSI No13.48.3) 27 P/fixing bolts including nuts and washers complete. (CSI No10.20) 28 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.(CSI No15.3) 29 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. (CSI No15.7.4)

INR 3540 /-

INR 27.83 Lakhs /-