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Construction Of 33Kv S/S Building With Boundary Wall At Gura , Kotra , Udaipur, Gura Kotra-Rajasthan

Ajmer Vidyut Vitran Nigam Limited-AVVNL has published Construction Of 33Kv S/S Building With Boundary Wall At Gura , Kotra , Udaipur. Submission Date for this Tender is 30-07-2020. Wall construction Tenders in Gura Kotra Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

24865216
Corrigendum : Construction Of 33Kv S/S Building With Boundary Wall At Gura , Kotra , Udaipur
Open Tender
Indian
Rajasthan
Gura Kotra
30-07-2020

Tender Details

Construction Of 33Kv S / S Building With Boundary Wall At Gura , Kotra , Udaipur

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 23-Jul-2020 DATE CORR Date 30-07-2020

Key Value

Document Fees
INR 590 /-
EMD
INR 60000.0 /-
Tender Value
INR 30 Lakhs /-

BOQ Items

NAME OF WORK :- Construction of 33KV S/S building with Boundary Wall at Gura, Kotra, Udaipur
Sl. No. Item Description Item Code / Make Quantity Units
1 0 Building Items (Part A)
2 1 Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift up to 1.5 mtr. Including taking out the excavated soil and deporting and refilling of jhiri with watering ramming and disposal of surplus excavated soil as directed with in lead of 50 mtr. All kinds of soil. B-1.8 197 Pcum
3 2 Providing and laying in position cement conrete including curing compaction etc. Complete in specified grade excluding the cost of centering and shuttering. All work up to plinth level 1:4:8 (1 cement: 4 coarse sand:8 graded stone aggregate 40 mm nominal size) B-3.2.7 65 Pcum
4 3 R/R stone masonry for foundation and plinth in cement sand mortar above 30 cm thick wall in cement sand mortar 1:6 (1 cement : 6 sand) B-6.1.7 194 Pcum
5 4 Brick masonary for S/S upto third story with bricks of class designation 75 mm in :Cement Mortar 1:6 (1-Cement:6-coarse sand).\n\n B- 5.1.7+5.2 145 Pcum
6 5 Half brick masnary in superstructures up to third storey including cost of nominal hoop reinforcement (2 Nos. 6 mm MS) class disignation 75 B-5.8.4+5.9 12 Sqm
7 6 P & L in position specific grade of Reinforsment c.c all R.C.C structural elements up to plinth level including curing compaction finishing with rendering in c.s.m. 1:3 (1 cement : 3 cours sand) and making good the joints excluding the cost of centering shuttering and reinforcement for : M20 grade nominal mix (with graded stone aggregate 20 mm nominal size) B-4.1.2 7 Pcum
8 7 P & F in position specified grade of cement concrete for RCC structural element upto floor three level inch curing, compaction, finishing with rendering in CSM 1:3 and making good the joints excluding the cost of centering, shuttering and reinforcement for beams, suspended floors, roofs, girders having slopes up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain windows, sills, staircases and spiral staircases M-20 grade nominal mix (with graded stone agg 20 mm normal size) B-4.2.2.1 17 cum
9 8 Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for foundations in basement rafts footings strap beams bases of columns etc upto plinth level.\n B-4.6 19 Sqm
10 9 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for upto floor three level for suspended floor, roofs landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chajjas, lintel, beam etc. B-4.7.2 107 Sqm
11 10 Grading for roof water proofing treatment with Cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone agg 20 mm norminal zize ) with water proofing compound as per manufacturers specification B-15.17.2 6 Cum
12 11 Providing & fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete upto floor three level. Thermo mechanically treated bars (IS : 1786) B-4.12.4 1790 Kg
13 12 C.C. flooring 1:2:4 rounding of edges but excluding the cost of nosing of steps etc. complete 75 mm thick\n\n B-11.3.4 5 Sqm
14 13 __ Do -- 50 mm B-11.3.3 34 Sqm
15 14 Providing batta 75 mm x 75 mm in cemnet concrete 1:2:4 incl finishing with CM 1 : 3 as per standard design B-10.8 52 Mtr
16 15 Providing and fixing T-iron frames for doors windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs: 10 cm long embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size)or with wooden plugs and screw or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. B-70/9.13 100 Kg
17 16 Structure steel work welded in bulidup sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of app steel primer all comp. above plinth lavel up to 4.5 m height in flats, tees, angles and channels B-9.4.1 60 Kg
18 17 P & F steel glazed doors windows and vent shutters of standared rolled steel section joints mitered and welded with steel lugs 13x3 mm, 10 cm long embedded in CC block 15x10x10 cm of 1:3:6 (1 cement : 3 sand : 6 graded stone agg 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required incl providing & fixing of glass panes 4 mm thick with cooper glazing clips and special metal sash putty of app make or metal beading with screws comp including priming coat of app steel primer, excluding the cost of metal beading and fitting except necessary hinges of pivots steel handles peg stay etc. as required windows side hung (openable) B-9.28.3 10 Sqm
19 18 P & F square bars or other flat welded to window B-9.32 45 Kg
20 19 S & F fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3 with suitable screw at not exceeding 150 mm distance B-9.31.1 10 Sqm
21 20 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finieh 20 mm thick B-12.9.2 1470 Sqm
22 21 Add extra for plaster work for providing 12 mm thick bend up to 30 c wide in cement sondmortar 1:4 B-12.31.3 10 Sqm
23 22 S & F in walls machine cut and polished stone shelves, tands and sills in CM 1:3 with machine cut edge Kota stone 25 to 35 mm thick B-6.16.4 42 Sqm
24 23 P & F precast cement concrete coping 1: 2:4 mix 50 mm thick complete as per sp. 50 mm thick B-15.6 104 Sqm
25 24 Polish Blue Kota Stone Flooring Skiting Laid Over 20 mm thick Base of CM 1:4 & Jointed with Gray cement slurry to match the shade of the slab incl. rubbing & Polishing complete. For area of each slab from 2001 Sq. cm to 5000 Sq. cm. 25 mm thick slab B-11.35.3 B 68 Sqm
26 25 Providing & fixing external grade board solid core single lef flush door shutters ISI 2200-67 mark using phenal formal dehyderesin in glue both sides with approved steel fittings complete as per annexure ‘A’ 30 mm thck : comm.vineer both side\n\n B-8.18.1 13 Sqm
27 26 Making grooves as per design in plaster 10 mm to 20 mm wide B-12.20.1 75 Mtr
28 27 White washing with lime to give an even shade inch all scaffolding New work Thee or more coat B-12.44.1 320 Sqm
29 28 Finishing wall with water profing cement paint of app brand & manufacture & required shade to give an even shade inch all scaffolding New work (three or more coat) B-12.53.1 1250 Sqm
30 29 Painting with enamel paint of app brand and manufacturer to give an even shade two ro more coat on new work B-12.68.1 75 Sqm
31 30 p & F 1st quality standarad white/ ivory, gra fuma brown light green blue and other light shade glazed Tiles of ISI marked ( IS :13553 ) Of size 300xmm x200mm in walls, floor, steps, pollars etc. laid on a bed of neat cementslurry finished with flush pointing in white cement with pigment to match the shade of tile complete (excluding the cost of cement plaster on wall & pillers ) B-7.3 14 Sqm
32 31 P & F 1st quality MAT finished ceremic tiles size 300x300 mm confirming jto IS 13753 clour such as white/ ivory, gray fuma red brown in walls floors stpes. Pillars etc, laid on a bed of neat cement slurry including fnicely finished joints using water proof joint filler powder ( untile or Roff make ) & finshing with flusg pointing in white cement mixed with pigment to match the shade to tile complte ( inc. the cost of cement mortar bed 1:4 ) B-7.6 4 Sqm
33 32 P/F Nigeia / ghana teak wood grade I moulding and beading, indoors & window size : 20 x 12 mm : B- 8.34.4 35 Mtr
34 33 Making of drip couse (tapaka) in cement sand martar (6 widh upto 40 mm to 10 mm) as per appd. design. B-12.20.2 50 Mtr
35 34 Providing and fixing steel gate, grating and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. B-9.19 230 P. Kg
36 35 Structural steel work in single section fixed without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height. In R.S Joist B-9.1 90 P. Kg
37 36 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M-20 grade Nominal Mix (with graded stone aggregate 20mm nominal size). B-3.2.2 25 P. Cum
38 37 Earth work in excavation over areas (exceeding 30 Cm. In depth, 1.5 Mtr. in width as well as 10 Sqm. on plan) including disposal of excavated earth lead up to 50M and lift up to 1.5 Mtr. disposed earth to be leveled and neatly dressed:All kinds of soil. B/ 1.6\n 900 Cum
39 38 Providing & fixing ms sheet single leaf door shutters in angle iron frame 35x35x5 mm suitablly diagonally braced with 25x3mm flat ironabove and below lock rail of size 50x5 mm beading extra includingall fittings, as per direction of engg. incharge but excluding coes of chokhats including two coats of anti corrastie red oxide primer panit. MS sheet 20 SWG B-9.26.2 3 Sqm
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