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Tender For Construction Of Foundation For 33Kv Pdh Bay And Related Misc Civil Works At 132 Kv Ss Dlw Varanasi, 1 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, varanasi-Uttar Pradesh

Boards / Undertakings / PSU has published Tender For Construction Of Foundation For 33Kv Pdh Bay And Related Misc Civil Works At 132 Kv Ss Dlw Varanasi, 1 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. Submission Date for this Tender is 03-10-2024. Uniform Tenders in varanasi Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

45231325
Corrigendum : Tender For Construction Of Foundation For 33Kv Pdh Bay And Related Misc Civil Works At 132 Kv Ss Dlw Varanasi, 1 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
Open Tender
Indian
Uttar Pradesh
Varanasi
03-10-2024

Tender Details

Tender For Construction Of Foundation For 33Kv Pdh Bay And Related Misc Civil Works At 132 Kv Ss Dlw Varanasi, 1 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. DSR No. 2.31 2 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 DSR No. 2.6.1 3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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) DSR No. 4.1.10 4 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 No. 5.22.6 5 Centering and shuttering including strutting, propping etc. and removal of form for:-Foundations, footings, bases of columns, etc. for mass concreteDSR No.5.9.1 6 Centering and shuttering including strutting, propping etc. and removal of form for:- Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etcDSR No.5.9.2 7 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) DSR No. 5.1.2 8 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 9 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) DSR No. 4.1.2 10 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(NSI No. 9.12) 11 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) . ((NSINo. 9.13) 12 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 No. 9.14) 13 Fixing and grouting 25 mm bolts 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 9.15) 14 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 9.30) 15 Fixing of template in position level and alignment for groutingof Anchor bolt in main gantry (labour rate only).(NSI 9.31) 16 Fixing of template in position level and alignment for groutingof Anchor bolt but for auxiliary structure. (labour rate only). (NSI 9.32) 17 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 9.33) 18 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 19 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) DSR No. 13.16.1 20 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) DSR No. 13.4.1 21 Neat cement punning. DSR No. 13.18 22 Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labourand T&P etc complete. (NSI 11.18) 23 Supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete. DSR No. 2.27 24 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 (NSI No. 12.26) 25 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 26 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 No. 13.28) 27 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. (NSI:20.11)

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 20-09-2024 CorriZ1 Date 03-10-2024

Key Value

Document Fees
INR 590 /-
EMD
INR 10000.0 /-
Tender Value
INR 4.88 Lakhs /-
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