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Extension Of Sub Division Office Building At Madhuvan , Udaipur, Udaipur-Rajasthan

Ajmer Vidyut Vitran Nigam Limited-AVVNL has published Extension Of Sub Division Office Building At Madhuvan , Udaipur. Submission Date for this Tender is 30-07-2020. Building Work Tenders in Udaipur Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

24865218
Corrigendum : Extension Of Sub Division Office Building At Madhuvan , Udaipur
Open Tender
Indian
Rajasthan
Udaipur
30-07-2020

Tender Details

Extension Of Sub Division Office Building At Madhuvan , 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 40000.0 /-
Tender Value
INR 20 Lakhs /-

BOQ Items

NAME OF WORK :- Extension of Sub Div. Office building at Madhuban,Udaipur
Sl. No. Item Description Item Code / Make Quantity Units
1 0 Part A (Building , Water Supply & Sanitary)
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 30 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 11 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 8 Pcum
5 4 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 9 Pcum
6 5 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 37 cum
7 6 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 23 Sqm
8 7 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-4.7.2 305 Sqm
9 8 Supplying and fixing stone lintels / bed plates of approved quarry rough dressed in cement mortar 1:4 Up to 15 Cm. thick.\n\n B-6.17.1 1 Cum
10 9 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 3700 Kg
11 10 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 33 Pcum
12 11 Half brick masnary in s/ s Up to third storey includig cost of nominal hoopreinforecement (2 Nod. 6 mm fis M.S. bar at every forth course) foundation and plinth using bricks of designation 75 Cement mortar 1:6 (1 cement : 6 sand) B-/ 5.8.4+5.9 42 Sqm
13 12 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finieh 20 mm thick B-12.9.2 550 Sqm
14 13 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work including preparation of base with primer, putty, lippy complete in all respect.\n\n B-12.67.1 50 Sqm
15 14 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-12.53.1 250 Sqm
16 15 White washing with lime to give an even shade inch all scaffolding New work Thee or more coat B-12.44.1 360 Sqm
17 16 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 15 Sqm
18 17 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-9.13 150 Kg
19 18 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 pin headed 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-9.28.3-9.30.2 20 Sqm
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 20 Sqm
21 20 P & F square bars or other flat welded to window B-9.32 90 Kg
22 21 providing and fixing in position collapsible steel shutters with vertical M.S. Channels 20x10x2 mm and bracket with flat iron diagonals 20x5 mm, size with top and bottom rail of T-iron 40x40x6 mm with 40 mm dia steel pulleys / ball bearing complete with bolts, nuts locking arrangements in side and out side stoppers, handles etc. as per specification including applying a priming coat of approved steel primer (To be measured and paid as per outer dimension). With 75 mm opening when closed. B-/9.20.1 3 Sqm
23 22 Painting with enamel paint of app brand and manufacturer to give an even shade two ro more coat on new work B-12.68.1 105 Sqm
24 23 P/ F Ist quality/Vitritied porcelain ploished tiles on floor, skirting and steps etc. in different sizes ( thickness to be specified by manufactuer) with water absortion less than 0.80% and conforming to IS 15622 of approved make in all collour andshade, laid with 20 mm thick CM 1:4 including grounting the joints with cement and matching pigment etc complete. Size 600 mm x 600 mm B-7.7.1 32 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 86 Sqm
26 25 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 40 Sqm
27 26 Polished Blue Kota Stone slab in steps, walls, pillars having fine machine cut edges laid on 12mm (Av.) thick cement mortar 1:3 and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete :25 mm thick slab area upto 2001 to 5000 Sq.Cm.\n B-11.37.3 8 Sqm
28 27 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 6 Sqm
29 28 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 17 Sqm
30 29 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\n\n B-9.26.2 3.5 Sqm
31 30 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 4.5 Cum
32 31 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 80 Mtr
33 32 Making of drip couse (tapaka) in cement sand martar (6 widh upto 40 mm to 10 mm) as per appd. design. B-12.20.2 100 Mtr
34 33 P & F precast cement concrete coping 1: 2:4 mix 50 mm thick complete as per sp. 50 mm thick B-15.6 12 Sqm
35 34 Cement concrete flooring grade 1:2:4 (1-Cement:2-Coarse sand:4-graded stone aggregate) rounding off edges etc. but excluding the cost of nosing of steps etc. complete :75 mm thick with 20 mm thick nominal size aggregate.\n\n B-11..3.4 72 Sqm
36 35 Demolishing of R.C.C. work including stacking of steel bars and disposal of unserviceab le material within 50 meters lead.\n B-14.3 5 Cum
37 36 Dismantling stone rubble masonry including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.In Cement mortar.\n\n B-14.9.2 1 Cum
38 37 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. In cement mortar brick on edge and half brick masonry.\n\n B-14.7.4 7 Sqm
39 38 P/F steel shutters for Almirah and ward robs etc. with 20 guage (1.00mm) steel including Border frame, locking arrangement with Godrej or Equivalent make mortice lock with handles including painting for all inside & outside surfacesas per desired shades with enamel paint including primer coat & fixing with hold-fast, iron clips etc. complete in all respects having superior finishing (Front elevation area to be measured) SE ( C) D. 533 Dt. 13-06-1 33 Sqm
40 39 P & F European type white glazed vitreous china 1st quality WC pan (IS: 2556 Mark) with P or S trap including cutting and making good the wall and floor.\n (S-/1.4) 1 Nos
41 40 P & F indian type white glazed viterous china I st quality W.C. orissa pan (I.S. : 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor. Size 580 X 440 mm S-1/1.2.2 2 Each
42 41 P & F 1st quality WVC Urinal (IS:2556 mark) with 25 mm dia GI waste pipe, dome waste couplings, concealed iron brackets or screw etc. complete: flat back (large) or half stall size 355x355x535 mm (S-/1.15.2) 2 Nos
43 42 P & F low level Flushing Cistern of 10 liters capacity 9IS:2556 mark), of approve make with complete fittings CI brakets duly painted, brass ball cock with ball, (IS: 1703 mark) complete including cutting and making good the wall: PVC with PVC bend as per IS 7231 (S-/1.22.2) 1 Nos
44 43 P & F water closet seat covers with brass hinges complete : Solid PVC (ISI marked) grade-1 white for EWC (S-/1.8.2) 1 Nos
45 44 P & F jet spray for water closet with CP copper tube flange of approved make (S-/1.62) 1 Nos
46 45 P & F WVC wash basin (Ist quality, I.S. : 2556 Mark) of approved make with C.I. brackets duly painted I No 15 mm C.P. pillar cock (I.S. : 8934 Mark) & 32 mm C.P. Brass waste coupling of approved make 25 mm G.I. waste Pipe complete including cutting & making good the wall. & Floor Size 550 X 400 mm. S5/1.39.5 3 Each
47 46 P&F looking mirrors with PVC frame of approved (atul/equivalent) Size 500x400mm\n\n S-1.48.1 2 Each
48 47 P&F CP brass urinal spreader for stall urinal of appd make S-1.31 2 Each
49 48 P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc.C.P. Inlet connection 15 mm Brass (IS:8931 marked).\n\n S-2.12.1 7 Each
50 49 P & F flush/ flush Cock valve (IS 9758 mark) for WC to app quality / make brass/ gun metal half turn wt 1 Kg of quality/make 25 mm nominal bore S-2.14.9 1 Each
51 50 P & F 15 mm dia connection pipe of appd quality / make PVC pipe with CP Brass nuts up to length 370 mm S-2.13.2 7 Each
52 51 P & F Grating of app quality / make stainiless steel size 125 mm dia S-1.51.1 4 Each
53 52 P & F Bib cock (IS 8931 mark) superior quality of app make Brass 400 gm 15 mm nominal bore S-2.7.1 4 Each
54 53 P&F towel rail or ring of approved quality /make:C.P. brass towel rail with bracket 600 x20mm.\n\n S-1.50.4 3 Each
55 54 P & F PVC Stroage tank (IS 1270 marked) including the BIS license No of app make with cover 25 mm dia 1 m long GI over flow pipe & 25 cm long wash out pipe with plug & socket incl making connection comp of app design 500 lit capacity S-2.26.3 1 Each
56 55 P & F Ball cock (IS 1703 mark) with rod & PVC Ball comp Brass 400 gm 15 mm S-2.11.1 1 Each
57 56 P & F full way valve (IS 778 mark) or wheel valve of app make gunmetal 15 mm nominal bore S-2.15.1 2 Each
58 57 P & F full way valve (IS 778 mark) or wheel valve of app make gunmetal 25 mm nominal bore S-2.15.3 2 Each
59 58 P & F GI pipes (internal work) with fitting (IS 1239 mark) & MS clamps incl cutting & making good the walls & floor (a) exposed on wall 15 mm dia nominal bore B class S-2.1.1 20 Mtr
60 59 P & F GI pipes (internal work) with G.I. fitting (IS 1239 mark) & MS clamps incl cutting & making good the walls & floor (a) exposed on wall 25 mm dia nominal bore B class S-2.1.3 20 Mtr
61 60 P & F GI pipes (External work) with G.I. fittings (S 1239 mark) incl trenching & refilling earth 15 mm dia nominal bore B class S-2.2.1 25 Mtr
62 61 P & F GI pipes (External work) with G.I. fittings (S 1239 mark) incl trenching & refilling earth 25 mm dia nominal bore B class S-2.2.3 30 Mtr
63 62 P & F rigid PVC pipe (IS 4985 mark) class 11/4 kg/cm 2) appd quality/ make incl jointing the pipe with solvent cement rubber ring & lubricant \n 75 mm dia S-3.19.2 30 Mtr
64 63 ____________do____________ 110mm dia S-3.19.3 50 Mtr
65 64 P & F rigid PVC pipe fitting (IS 4985 mark) appd quafity/ make incl jointing the pipe with solvent cement rubber ring & lubricant (A)Plain tee 110mm\n \n\n S-3.20.3 5 Each
66 65 --- DO __ (B) Door -Tee 110 mm dia 3.20.4 5 Each
67 66 --- DO __- (C ) Bend 87.5, 110 mm 3.20.9 5 Each
68 67 --- DO _ -- (D ) Door bend top side 75 mm dia 3.20.10 5 Each
69 68 ____do____ (E) Vent cowel 110mm dia 3.20.12 2 Each
70 69 --- DO __ (F) 110 mm dia plain Floor trap 3.20.18 3 Each
71 70 --- DO __ (G ) Bend 87.5, 75 mm 3.20.9.1 5 Each
72 71 Construction of manhole in all type of soil inner size 90 X 60 cm 450 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20 mm thick inside plaster in Cm 1:6 finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring, making channels 80 mm thick stone slab covering with 40 mm thick M-15 grade CC floor cement cover with frame of 450 mm dia earth work etc. complete as per design incl disposal of surplus earth within 50 mm lead. \n:Depth up to 0.50 m (S-/3.21.1) 1 Nos
73 72 Construction of chamber in all type of soil with 300 mm thick masonry in Cm 1:6 m 100mm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.Inside size 300x300mm depth upto 0.5m & 5Kg C.I. cover with frame\n\n S-3.23.1 2 Each
74 73 Construction of Septic tank in all type of soil with 40 cm thick masonry in CM 1:6 m 15 cm thick C.C. bed of 1:5:10 M 15 grade C.C. flooring & over stone slab covering 80 mm thick slab jointing of slab in CM 1:3 Rathel Kharanja 50 mm thick stone paRTITION WALL 20 MM THICK PLASTER IN cm 1:6 finished with neat floating cement 4 nos Ci footrest of app design 2 nos 250 mm dia CI cover with frame disposal of surplus earth within a lead of 50 mtr inside 200 X 100 X 130 cm (for 10 users) S-3.29.1 1 Each
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