Tender For Zonal Tender Of Bituminous Patch Work Of Vaious Roads And Vvip Progaram Under Division No-2 Bhopal, Bhopal-Madhya Pradesh

TDR : 55783435

Tender Notice
BOQ

16 Days Left

Bhopal , Madhya Pradesh

Tender Brief : Tender For Zonal Tender Of bituminous Patch Work Of Vaious Roads And Vvip Progaram Under Division No-2 Bhopal

Document Fees
₹ 15000 /-

EMD
₹ 299000.0 /-

Tender Value
₹ 2.99 Crore /-

Submission Date
19-06-2026

Competition Type
Indian

Bidding Type
Tender

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1	Zonal Tender of B.T. Patch Work of Vaious Roads and VVIP Progaram Under Division No-2 Bhopal 1st Call P.A.C. 299.00 Lakh,as per Road & Bridge SOR wef 11-04-2025 Schedule Attached Complition period 180 Days SCHEDULE OF ITEMS Zonal Tender of BT Patch work of roads Under Division No.2, Bhopal SOR Inforced from dt11/04/2025 PAC Rs 299.0 Lakhs S.No SOR NO. PERTICULARS UNIT QUANTITY RATE (Rs.) AMOUNT (Rs.)
2	2.4 A In area of light jungle
3	3.3 Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting suitable earth to the embankment location and disposing off unsuitable earth with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. 23 23
4	3.14 23 23
5	3.13 23 23 23
6	4.12 For 37.5 mm maximum size 23 23 23 cum 1198.0
7	4.3 23 23 23
8	4.16 A Hard Shoulders (CBR value >12) 23 23 23 cum 398.0
9	5.1 23 23 23
10	5.3 ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /Granular surfaces treated with primer) 23 23 23 sqm 15.0
11	5.5 b) Using Drum Mix Plant of appropriate capacity and paverfinisher. (ii) for Grading (19 mm nominal size) bitumen content 3.5% with bitumen 60/70 (VG 30) cum 5329.0
12	5.9 i) Case - I: Mechanical method using Penetration grade Bitumen VG 30 and HMP of appropriate capacity not less than 75 tones/hour. sqm 121.0
13	5.19 (i) Type-B aggregate A with 60/70 bitumen cum 6050.0
14	10.3 (i) for grading I Material sqm 336.0 (ii) for grading II Material sqm 346.0
15	10.12
16	10.13
17	10.14
18	5.11 (ii) Case - II: Type B (Providing and laying of premixsand seal coat using HMP of appropriate capacity notless than 75 tonnes/ hours using crushed stonechipping (aggregate shall pass 2.36mm seal andretained to 180-micron sieve) and penetration bitumenVG 30 of suitable grade all complete as per clause 511of specification. sqm 50.0
19	5.6 B Using Drum Mix Plant of appropriate capacity. 23 23 23 (iv) for Grading II (26.5 mm nominal size) Bitumen Content minimum 4.5% with bitumen 60/70 (VG 30) 23 23 23 cum 7759.0
20	5.7 B Using Drum Mix Plant of appropriate capacity. 23 23 23 (v) for Grading-II (30-40 mm thickness) Bitumen Content minimum 5.4% with 60/70 bitumen (VG-30) 23 23 23 cum 9260.0
21	8.36 23 23 23 23 23 23 (ii) Ordinary Kilometer stone (Precast) 23 23 23 each 2131.0 (iii) Hectometer stone (Precast) 23 23 23 each 578.0
22	8.4 23 23 23 23 23 23 i) 90 cm equilateral triangle Each 4700.0 ii) 60 cm equilateral triangle 23 23 23 Each 3827.0 iii) 60 cm circular 23 23 23 Each 4178.0 iv) 80 mm x 60 mm rectangular 23 23 23 Each 5500.0 23 23 23 23 Each 23 23 23 23 23 Each 23 23 23 23 23 Each 23 23 23 23 23 Each 23
23	8.11 23 23 sqm 19500.0
24	8.35 23 23 23 Rm 1900.0
25	6.14 (i) 100mm thick C.C. paver block of M-35 grade with approved colour, design and pattern. sqm 837.0 (ii) 80mm thick C.C. paver block of M-35 grade with approved colour, design and pattern. sqm 748.0
26	SOR NO.8.26 23 23 23 -1434229.0
27	12.1 I Ordinary soil (including back filling with approved material) (i) Depth upto 3 m 23 23 23 Cum 79.0
28	12.33
29	9.2 B 1200 mm dia mtr 8554.0
30	9.3 B 1200 mm dia mtr 17277.0
31	9.4 B 1200 mm dia mtr. 28662.0
32	2.3(ii) B Cement Concrete Grade M-15 & M-20 MTR 628.0
33	2.3(ix) M 20944.0
34	6.3 Cement Concrete PavementConstruction of un-reinforced, dowel jointed, plain cementconcrete pavement with M-40 grade concrete over a prepared subbase with cement , coarse and fine aggregate conforming to IS383, maximum size of coarse aggregate not exceeding 25 mm,mixed in a batching and mixing plant as per approved mix design,transported to site, laid with electronic sensor slip form paver,spread, compacted and finished in a continuous operationincluding provision of contraction, expansion, construction andlongitudinal joints, joint filler, separation membrane, sealantprimer, joint sealant, debonding strip, admixtures as approved,curing compound, finishing to lines and grades as per drawing asper IRC 15 2011 and as per relevant clauses of section 602 ofspecifications complete but excluding cost of steel in dowel barand tie rods etc. including groove cutting for width of 4 mm- 6mmand 1/3rd depth of PQC within 8-10 hrs of placing/ finishing ofPQC including cleaning of groove and providing approved sealantfilling etc. as per clause 602.2.10 and 600.10 and IRC-57-2006 asper drawing and as per specification.
35	6.8 (a) Mild steel confirming to IS: 432:1982 MT 57734.0 (b) Tor steel confirming to IS: 1786:2008 MT 58734.0
36	6.15 a) 300 mm Dia RM 850.0 b) 600 mm Dia RM 4250.0
37	13.1 B PCC Grade M20 cum 4395.0 Concrete with plant (Drum Type) and placing cum 4395.0 C PCC Grade M25 Concrete with plant (Drum Type) and placing 1 Height up to 5 m cum 4777.0 F RCC Grade M25 Concrete with plant (Drum Type) and placing 1 Height up to 5 m cum 4946.0
38	10.74
39	10.75
40	10.76
41	10.77
42	10.4 (i) CC Helipad 30 m dia Each 1665682.0 Each 1665682.0 (ii) CC Helipad 25 m dia Each 1144807.0 Each 1144807.0 (ii) CC Helipad 15 m dia Each 426015.0 Each 426015.0
43	10.41
44	10.42 espectively. Also provide road marking on either edge with hot applied thermoplastic compound with reflectorising glass beeds on bitumenous surface as per standard drawing & Instructed by Engineer in charge. (For minimum length of 100 m)
45	10.44
46	10.45
47	10.37
48	10.38
49	10.62 (i) Girth from 300 mm to 600 mm Each 11.0 (ii) Girth from 600 mm to 900 mm Each 18.0 (iii) Girth from 900 mm to 1800 mm Each 33.0 (iv) Girth above 1800 mm Each 61.0
50	10.71 (A)Concrete with plant (Drum Type) and placing (ii) PCC Grade M15 cum 3925.0 cum 3925.0 (iii) PCC Grade M20 cum 4083.0 cum 4083.0 (iv) RCC Grade M20 cum 4110.0 cum 4110.0 (v) PCC Grade M25 cum 4489.0 cum 4489.0 (vi) RCC Grade M25 cum 4648.0 cum 4648.0 (vii) PCC Grade M30 cum 4528.0 cum 4528.0 (viii) RCC Grade M30 cum 4731.0 cum 4731.0
51	10.72
52	10.73 (i) Cement mortar 1:4 (1 cement : 4 sand) cum 5252.0 cum 5252.0 (ii) Cement Mortar 1:6 (1 cement:6 sand). cum 5061.0 cum 5061.0
53	10.79
54	10.8 (i) 1:4 (1 cement : 4 sand) sqm 184.0 (ii) 1:6 (1 cement : 6 sand) sqm 168.0
55	10.81
56	4.1.1 4.1.1 With 20mm nominal size graded stone aggregate. 4.1.1.1 M-25 – Grade concrete cum 6338.0 cum 6338.0 4.1.1.2 M-20 – Grade concrete cum 4933.0 cum 4933.0 4.1.1.3 M 15 – Grade concrete cum 4471.0 cum 4471.0 Total
57	4.3.1 Upto plinth: Foundations, footings, bases forcolumns, plinth beams, curtain walls, columnsbelow plinth. cum 169.0 cum 169.0
58	5.1 M-20 Grade Concrete cum 6153.0 cum 6153.0 M-15 Grade Concrete cum 5397.0 cum 5397.0
59	5.2 M-20 Grade Concrete cum 6231.0 cum 6231.0
60	5.3 M-20 Grade Concrete cum 6541.0 cum 6541.0
61	5.9 5.92 Walls (any thickness) in cluding attached pilasters butter esses , plinth beams and string courses etc. 5.9.6 Above plinth: Columns, pillars, posts and struts. Sqm. 471.2 Sqm. 471.2 5.9.5 Lintels, beams, girders, bressumers and cantilevers Sqm. 471.2 Sqm. 471.2 5.9.20 Suspended floors, roofs, landings, balconies and Access platform. With water proof ply 12 mm thick. (item to be executed with prior permission of C.E./S.E. in case of B & R works . Sqm. 575.35 Sqm. 575.35
62	5.16.6 Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786 @65kg/cum KG 80.0 KG 80.0
63	6.1 6.1.1 Cement mortar 1:4 (1 cement : 4sand) CUM. 5818.0 CUM. 5818.0 6.1.2 Cement mortar 1:6 (1 cement : 6sand) CUM. 5626.0 CUM. 5626.0
64	6.2 6.2.1 Cement mortar 1:4 (1 cement : 4sand) CUM. 6012.0 CUM. 6012.0 6.2.2 Cement mortar 1:6 (1 cement : 6sand) CUM. 5821.0 CUM. 5821.0
65	6.4 6.4.1 Cement mortar 1:4 (1 cement : 4sand) CUM 5446.0 CUM 5446.0 6.4.2 Cement mortar 1:6 (1 cement : 6sand) CUM 5255.0 CUM 5255.0
66	6.13 6.13.1 Cement mortar 1:3(1 cement : 3sand) Sqm. 639.0 Sqm. 639.0 6.13.2 Cement mortar 1:4 (1 cement : 4sand) Sqm. 615.0 Sqm. 615.0
67	9.6.5.2 Decorative plywood one side decorativeveneer and commercial veneer on otherface (Type-1) conforming to IS 1328 BWRType sqm 1650.0 sqm 1650.0
68	9.6.7.2
69	9.134.1 9.134.1 1.5 mm thick. sqm 851.0 sqm 851.0 9.134.2 1.0 mm thick. sqm 691.0 sqm 691.0
70	9.78 9.78.1 150x125x27x5 mm each 385.0 each 385.0 Ply wood 7 ply, 9 mm thick :
71	9.6.5.1
72	9.79 9.79.1 400x10 mm 9.81 Providing and fixing bright finished brass handles with necessary screws etc.complete. 9.81.1 125 mm each 205.0 each 205.0
73	9.18.1
74	9.197.3
75	10.5.1
76	10.23
77	10.24 10.24.5 10x160mm Each 110.0 Each 110.0
78	10.25 11.2 Marble stone 18 mm thick in riser of step, skirting, dado and pillar laid on 12 mm average thickcement mortar 1:3 (1 cement: 3 sand andlaid with white cement slurry) joints treated with white cement mixed with pigment to match the shade ofthe slab i/c rubbing and polishing complete. (area of slab over0.50sqm.)
79	11.22 11.22.2 Granite fine grained dark crystal of other colours and various patterns
80	11.3 11.30.1.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals ofother colors of glitte sqm 2642.0 sqm 2642.0
81	11.34
82	11.53
83	11.66
84	11.78.2 11.78.2 (c) Size 800X1200 mm thickness 11-12mm sqm 1521.0 sqm 1521.0
85	11.8 11.80.2.3 sqm 1546.0 sqm 1546.0
86	11.83 11.83.1.4 Size 600X1200 mm thickness 11-12mm sqm 1224.0 sqm 1224.0
87	12.15
88	12.58.2.4 in Charge but excluding the cost of paintingwith : 12.5 mm thick tapered edge gypsum board Fully Perforated Gypsum Plaster Board having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturer's specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than0.60. Sqm. 1277.0 Sqm. 1277.0
89	13.52
90	13.54.2
91	13.67.3 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. Sqm. 24.0 Sqm. 24.0
92	13.83.3
93	14.3 Internal Work State Hanger Bhopal Sqm. 6.0 Sqm. 6.0
94	14.36
95	14.51.1 Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). Sqm. 87.0 Sqm. 87.0
96	14.38
97	14.37
98	15.2 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). cum 578.0 cum 578.0
99	15.3 cum 844.0 cum 844.0
100	15.6 15.6.3 In cement mortar cum 487.0 cum 487.0
101	15.11 15.11.1 sqm 17.0 sqm 17.0
102	15.14 15.14.1 of area 3 sq. metres and below each 85.0 each 85.0 Pantry doors
103	15.38
104	15.4 mtr 114.0 mtr 114.0
105	15.41
106	15.42
107	15.45
108	15.44
109	15.51
110	17.1.1
111	17.2.1
112	17.11.1
113	17.14.1 17.14.1.1 510x1040 mm bowl depth 250mm. each 8074.0 each 8074.0
114	17.58.2
115	17.59 17.59.3.2 Single tee with door Each 266.0 Each 266.0 110x110x110 mm 17.59.5 Bend 87.50 Each 172.0 Each 172.0 17.59.5.2 110 mm bend
116	17.61
117	17.64 17.64.22 Providing and fixing P.V.C. waste pipe for sink or wash basinincluding P.V.C. waste fittings complete. Flexible pipe (only in residential & complaxes) 40 mm dia Each 98.0 Each 98.0
118	17.72
119	18.6 15 mm nominal outer dia.Pipes. Mtr. 129.0 Mtr. 129.0 20 mm nominal outer dia.Pipes. Mtr. 153.0 Mtr. 153.0 25 mm nominal outer dia.Pipes. Mtr. 177.0 Mtr. 177.0 32 mm nominal bore. Mtr. 254.0 Mtr. 254.0 40 mm nominal outer dia.Pipes Mtr. 354.0 Mtr. 354.0 50 mm nominal outer dia Pipes. Mtr. 528.0 Mtr. 528.0
120	18.7 15 mm nominal outer dia.Pipes. Mtr. 122.0 Mtr. 122.0 20 mm nominal outer dia.Pipes. Mtr. 141.0 Mtr. 141.0 25 mm nominal outer dia.Pipes. Mtr. 185.0 Mtr. 185.0 32 mm nominal bore. Mtr. 238.0 Mtr. 238.0 40 mm nominal outer dia.Pipes Mtr. 324.0 Mtr. 324.0 50 mm nominal outer dia Pipes. Mtr. 498.0 Mtr. 498.0
121	18.13 32 mm nominal bore. each 498.0 each 498.0
122	18.14.3
123	18.17.8 30 cm length each 88.0 each 88.0 15 mm nominal bore each 129.0 each 129.0 20 mm nominal bore 45 cm length each 149.0 each 149.0 15 mm nominal bore each 184.0 each 184.0 20 mm nominal bore
124	18.36
125	18.53 15 mm nominal bore.Weighing not less than 32gms. Each 65.0 Each 65.0 20mm nominal bore.Weighing not less than40gms.
126	18.64
127	18.65
128	18.66
129	18.67
130	18.1 18.10.1.2 Coupling/Socket each 66.0 each 66.0 For 15.88 mm outer diaPipe each 102.0 each 102.0 For 22.22 mm outer dia Pipe each 125.0 each 125.0 For 28.58 mm outer dia Pipe 18.10.2 Reducer each 120.0 each 120.0 For 22.22 mm x 15.88 mm outer dia pipe each 164.0 each 164.0 For 28.58 mm x 15.88 mm outer dia pipe each 168.0 each 168.0 For 28.58 mm x 22.22 mm outer dia pipe 18.10.3 Elbow 90° each 100.0 each 100.0 For 15.88 mm outer dia pipe each 178.0 each 178.0 For 22.22 mm outer dia Pipe each 245.0 each 245.0 For 28.58 mm outer dia Pipe 18.10.4 Reducing Elbow 90° each 172.0 each 172.0 For22.22 mm x 15.88 mm outer dia pipe each 251.0 each 251.0 For 28.58 mm x 15.88 mm outer dia pipe 18.10.5 Equal Tee each 268.0 each 268.0 For 15.88 mm outer dia pipe each 344.0 each 344.0 For 28.58 mm outer dia Pipe 18.10.6 Reducing Tee each 261.0 each 261.0 For 22.22 mm x 15.88 mm outer dia pipe each 325.0 each 325.0 For 28.58 mm x 15.88 mm outer dia pipe each 338.0 each 338.0 For 28.58 mm x 22.22 mm outer dia pipe 18.10.7 Male Thread Tee each 332.0 each 332.0 For 15.88 mm outer dia x 15 mm nominal dia threaded each 400.0 each 400.0 For 22.22 mm outer dia x 15 mm nominal dia threaded 18.10.8 Female Thread Tee each 339.0 each 339.0 For 15.88 mm outer dia x 15 mm nominal dia threaded each 400.0 each 400.0 For 22.22 mm outer dia x 15 mm nominal dia threaded 18.10.9 Female Thread Connector/ Adapte each 221.0 each 221.0 For 15.88 mm outer dia x 15 mm nominal dia threaded 18.10.10 Male Thread Connector/ Adapter each 224.0 each 224.0 For 15.88 mm outer dia x 15 mm nominal dia threaded
131	18.35
132	18.31
133	18.34
134	18.28
135	18.48
136	18.17.2.2
137	18.35
138	19.4 110 mm diameter OD(min. wall thickness 3.2mm) mtr. 477.0 mtr. 477.0 160 mm diameter OD(min. wall thickness 4.0mm) mtr. 751.0 mtr. 751.0 200 mm diameter OD(min. wall thickness 4.9mm)
139	19.5 110 mm diameter PVC. Pipe (min. wall thickness 3.2mm) mtr. 704.0 mtr. 704.0 160 mm diameter PVC. Pipe mtr. 821.0 mtr. 821.0 200 mm diameter PVC. Pipe
140	19.7 With well burnt bricks
141	19.9 With well burnt bricks
142	19.28 Fly ash bricks
143	19.29 With well burnt bricks each 6285.0 each 6285.0
144	21.1 21.1.1.3 For fixed portion. Polyester powder coated aluminium (minimum thickness ofpolyester powder coating 50micron kg 426.0 kg 426.0
145	21.1.2 21.1.2.3 Polyester powder coatedaluminium (minimum thicknessofpolyester powder coating 50micron) kg 494.0 kg 494.0
146	21.1 21.5.2 With brass cover plate - minimum1.25 mm thickness: each 2070.0 each 2070.0 21.9 Filling the gap in betweenaluminium frame and adjacentRCC/ Brick/ Stone work byproviding weather silicon sealantover backer rod of approvedquality as per architecturaldrawings and direction ofEngineer-in-charge complete.Upto5 mm depth and 5 mm widt metre 53.0 metre 53.0
147	21.18
148	21.19
149	21.27
150	25.3 Anti germ Fluoro-Polymer Coated (Nano coating)Wall hung water closet Size 380X520X375 mmwith solid poly propelyne made soft closing seatcover (Premium Range) each 26412.0 each 26412.0
151	25.7 White Vetrious China Anti germ Fluoro-PolymerCoated Wash Basin Size 595X435X185 mmwith basin mounted pressmatic pillar cock autoclosing system (decol technology). (PremiumRange) Each 16581.0 Each 16581.0
152	25.11 White Vitreous China Anti germ Fluoro-Polymer Coated Urinal Size 340x325x650 mm. (Premium Range) Each 14544.0 Each 14544.0
153	25.12 25.18 Providing and fixing in position best Indian (bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) Pillar cock. (Premium Range) Each 2326.0 Each 2326.0 25.19 Providing & Fixing 8mm thick froasted Urinal glass partition size 900x450mm brass made bracket with chrome plating. (Premium Range) each 2071.0 each 2071.0 25.21 Providing and fixing in position best Indian (bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) Concealed stop cock. (Premium Range) each 2015.0 each 2015.0
154	25.24
155	25.31
156	25.32
157	25.33
158	25.36
159	25.41
160	25.43
161	25.44
162	25.46
163	25.47
164	25.48
165	25.52 Each 2167.0 Each 2167.0
166	25.53
167	25.54
168	25.56
169	25.58
170	25.59
171	25.65
172	25.66
173	25.67
174	25.67.2
175	25.75
176	25.81
177	25.83
178	25.84
179	25.86
180	25.87
181	25.88 SUB ENGINEER SUB DIVISIONAL OFFICERPWD JAIL SUB DIVISION NO.1BHOPAL EXECUTIVE ENGINEERPWD MAINT. DIV. NO.2BHOPAL Please Enable Macros to View BoQ information

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Tender For Zonal Tender Of Bituminous Patch Work Of Vaious Roads And Vvip Progaram Under Division No-2 Bhopal, Bhopal-Madhya Pradesh

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1	Zonal Tender of B.T. Patch Work of Vaious Roads and VVIP Progaram Under Division No-2 Bhopal 1st Call P.A.C. 299.00 Lakh,as per Road & Bridge SOR wef 11-04-2025 Schedule Attached Complition period 180 Days SCHEDULE OF ITEMS Zonal Tender of BT Patch work of roads Under Division No.2, Bhopal SOR Inforced from dt11/04/2025 PAC Rs 299.0 Lakhs S.No SOR NO. PERTICULARS UNIT QUANTITY RATE (Rs.) AMOUNT (Rs.)
2	2.4 A In area of light jungle
3	3.3 Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting suitable earth to the embankment location and disposing off unsuitable earth with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. 23 23
4	3.14 23 23
5	3.13 23 23 23
6	4.12 For 37.5 mm maximum size 23 23 23 cum 1198.0
7	4.3 23 23 23
8	4.16 A Hard Shoulders (CBR value >12) 23 23 23 cum 398.0
9	5.1 23 23 23
10	5.3 ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /Granular surfaces treated with primer) 23 23 23 sqm 15.0
11	5.5 b) Using Drum Mix Plant of appropriate capacity and paverfinisher. (ii) for Grading (19 mm nominal size) bitumen content 3.5% with bitumen 60/70 (VG 30) cum 5329.0
12	5.9 i) Case - I: Mechanical method using Penetration grade Bitumen VG 30 and HMP of appropriate capacity not less than 75 tones/hour. sqm 121.0
13	5.19 (i) Type-B aggregate A with 60/70 bitumen cum 6050.0
14	10.3 (i) for grading I Material sqm 336.0 (ii) for grading II Material sqm 346.0
15	10.12
16	10.13
17	10.14
18	5.11 (ii) Case - II: Type B (Providing and laying of premixsand seal coat using HMP of appropriate capacity notless than 75 tonnes/ hours using crushed stonechipping (aggregate shall pass 2.36mm seal andretained to 180-micron sieve) and penetration bitumenVG 30 of suitable grade all complete as per clause 511of specification. sqm 50.0
19	5.6 B Using Drum Mix Plant of appropriate capacity. 23 23 23 (iv) for Grading II (26.5 mm nominal size) Bitumen Content minimum 4.5% with bitumen 60/70 (VG 30) 23 23 23 cum 7759.0
20	5.7 B Using Drum Mix Plant of appropriate capacity. 23 23 23 (v) for Grading-II (30-40 mm thickness) Bitumen Content minimum 5.4% with 60/70 bitumen (VG-30) 23 23 23 cum 9260.0
21	8.36 23 23 23 23 23 23 (ii) Ordinary Kilometer stone (Precast) 23 23 23 each 2131.0 (iii) Hectometer stone (Precast) 23 23 23 each 578.0
22	8.4 23 23 23 23 23 23 i) 90 cm equilateral triangle Each 4700.0 ii) 60 cm equilateral triangle 23 23 23 Each 3827.0 iii) 60 cm circular 23 23 23 Each 4178.0 iv) 80 mm x 60 mm rectangular 23 23 23 Each 5500.0 23 23 23 23 Each 23 23 23 23 23 Each 23 23 23 23 23 Each 23 23 23 23 23 Each 23
23	8.11 23 23 sqm 19500.0
24	8.35 23 23 23 Rm 1900.0
25	6.14 (i) 100mm thick C.C. paver block of M-35 grade with approved colour, design and pattern. sqm 837.0 (ii) 80mm thick C.C. paver block of M-35 grade with approved colour, design and pattern. sqm 748.0
26	SOR NO.8.26 23 23 23 -1434229.0
27	12.1 I Ordinary soil (including back filling with approved material) (i) Depth upto 3 m 23 23 23 Cum 79.0
28	12.33
29	9.2 B 1200 mm dia mtr 8554.0
30	9.3 B 1200 mm dia mtr 17277.0
31	9.4 B 1200 mm dia mtr. 28662.0
32	2.3(ii) B Cement Concrete Grade M-15 & M-20 MTR 628.0
33	2.3(ix) M 20944.0
34	6.3 Cement Concrete PavementConstruction of un-reinforced, dowel jointed, plain cementconcrete pavement with M-40 grade concrete over a prepared subbase with cement , coarse and fine aggregate conforming to IS383, maximum size of coarse aggregate not exceeding 25 mm,mixed in a batching and mixing plant as per approved mix design,transported to site, laid with electronic sensor slip form paver,spread, compacted and finished in a continuous operationincluding provision of contraction, expansion, construction andlongitudinal joints, joint filler, separation membrane, sealantprimer, joint sealant, debonding strip, admixtures as approved,curing compound, finishing to lines and grades as per drawing asper IRC 15 2011 and as per relevant clauses of section 602 ofspecifications complete but excluding cost of steel in dowel barand tie rods etc. including groove cutting for width of 4 mm- 6mmand 1/3rd depth of PQC within 8-10 hrs of placing/ finishing ofPQC including cleaning of groove and providing approved sealantfilling etc. as per clause 602.2.10 and 600.10 and IRC-57-2006 asper drawing and as per specification.
35	6.8 (a) Mild steel confirming to IS: 432:1982 MT 57734.0 (b) Tor steel confirming to IS: 1786:2008 MT 58734.0
36	6.15 a) 300 mm Dia RM 850.0 b) 600 mm Dia RM 4250.0
37	13.1 B PCC Grade M20 cum 4395.0 Concrete with plant (Drum Type) and placing cum 4395.0 C PCC Grade M25 Concrete with plant (Drum Type) and placing 1 Height up to 5 m cum 4777.0 F RCC Grade M25 Concrete with plant (Drum Type) and placing 1 Height up to 5 m cum 4946.0
38	10.74
39	10.75
40	10.76
41	10.77
42	10.4 (i) CC Helipad 30 m dia Each 1665682.0 Each 1665682.0 (ii) CC Helipad 25 m dia Each 1144807.0 Each 1144807.0 (ii) CC Helipad 15 m dia Each 426015.0 Each 426015.0
43	10.41
44	10.42 espectively. Also provide road marking on either edge with hot applied thermoplastic compound with reflectorising glass beeds on bitumenous surface as per standard drawing & Instructed by Engineer in charge. (For minimum length of 100 m)
45	10.44
46	10.45
47	10.37
48	10.38
49	10.62 (i) Girth from 300 mm to 600 mm Each 11.0 (ii) Girth from 600 mm to 900 mm Each 18.0 (iii) Girth from 900 mm to 1800 mm Each 33.0 (iv) Girth above 1800 mm Each 61.0
50	10.71 (A)Concrete with plant (Drum Type) and placing (ii) PCC Grade M15 cum 3925.0 cum 3925.0 (iii) PCC Grade M20 cum 4083.0 cum 4083.0 (iv) RCC Grade M20 cum 4110.0 cum 4110.0 (v) PCC Grade M25 cum 4489.0 cum 4489.0 (vi) RCC Grade M25 cum 4648.0 cum 4648.0 (vii) PCC Grade M30 cum 4528.0 cum 4528.0 (viii) RCC Grade M30 cum 4731.0 cum 4731.0
51	10.72
52	10.73 (i) Cement mortar 1:4 (1 cement : 4 sand) cum 5252.0 cum 5252.0 (ii) Cement Mortar 1:6 (1 cement:6 sand). cum 5061.0 cum 5061.0
53	10.79
54	10.8 (i) 1:4 (1 cement : 4 sand) sqm 184.0 (ii) 1:6 (1 cement : 6 sand) sqm 168.0
55	10.81
56	4.1.1 4.1.1 With 20mm nominal size graded stone aggregate. 4.1.1.1 M-25 – Grade concrete cum 6338.0 cum 6338.0 4.1.1.2 M-20 – Grade concrete cum 4933.0 cum 4933.0 4.1.1.3 M 15 – Grade concrete cum 4471.0 cum 4471.0 Total
57	4.3.1 Upto plinth: Foundations, footings, bases forcolumns, plinth beams, curtain walls, columnsbelow plinth. cum 169.0 cum 169.0
58	5.1 M-20 Grade Concrete cum 6153.0 cum 6153.0 M-15 Grade Concrete cum 5397.0 cum 5397.0
59	5.2 M-20 Grade Concrete cum 6231.0 cum 6231.0
60	5.3 M-20 Grade Concrete cum 6541.0 cum 6541.0
61	5.9 5.92 Walls (any thickness) in cluding attached pilasters butter esses , plinth beams and string courses etc. 5.9.6 Above plinth: Columns, pillars, posts and struts. Sqm. 471.2 Sqm. 471.2 5.9.5 Lintels, beams, girders, bressumers and cantilevers Sqm. 471.2 Sqm. 471.2 5.9.20 Suspended floors, roofs, landings, balconies and Access platform. With water proof ply 12 mm thick. (item to be executed with prior permission of C.E./S.E. in case of B & R works . Sqm. 575.35 Sqm. 575.35
62	5.16.6 Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786 @65kg/cum KG 80.0 KG 80.0
63	6.1 6.1.1 Cement mortar 1:4 (1 cement : 4sand) CUM. 5818.0 CUM. 5818.0 6.1.2 Cement mortar 1:6 (1 cement : 6sand) CUM. 5626.0 CUM. 5626.0
64	6.2 6.2.1 Cement mortar 1:4 (1 cement : 4sand) CUM. 6012.0 CUM. 6012.0 6.2.2 Cement mortar 1:6 (1 cement : 6sand) CUM. 5821.0 CUM. 5821.0
65	6.4 6.4.1 Cement mortar 1:4 (1 cement : 4sand) CUM 5446.0 CUM 5446.0 6.4.2 Cement mortar 1:6 (1 cement : 6sand) CUM 5255.0 CUM 5255.0
66	6.13 6.13.1 Cement mortar 1:3(1 cement : 3sand) Sqm. 639.0 Sqm. 639.0 6.13.2 Cement mortar 1:4 (1 cement : 4sand) Sqm. 615.0 Sqm. 615.0
67	9.6.5.2 Decorative plywood one side decorativeveneer and commercial veneer on otherface (Type-1) conforming to IS 1328 BWRType sqm 1650.0 sqm 1650.0
68	9.6.7.2
69	9.134.1 9.134.1 1.5 mm thick. sqm 851.0 sqm 851.0 9.134.2 1.0 mm thick. sqm 691.0 sqm 691.0
70	9.78 9.78.1 150x125x27x5 mm each 385.0 each 385.0 Ply wood 7 ply, 9 mm thick :
71	9.6.5.1
72	9.79 9.79.1 400x10 mm 9.81 Providing and fixing bright finished brass handles with necessary screws etc.complete. 9.81.1 125 mm each 205.0 each 205.0
73	9.18.1
74	9.197.3
75	10.5.1
76	10.23
77	10.24 10.24.5 10x160mm Each 110.0 Each 110.0
78	10.25 11.2 Marble stone 18 mm thick in riser of step, skirting, dado and pillar laid on 12 mm average thickcement mortar 1:3 (1 cement: 3 sand andlaid with white cement slurry) joints treated with white cement mixed with pigment to match the shade ofthe slab i/c rubbing and polishing complete. (area of slab over0.50sqm.)
79	11.22 11.22.2 Granite fine grained dark crystal of other colours and various patterns
80	11.3 11.30.1.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals ofother colors of glitte sqm 2642.0 sqm 2642.0
81	11.34
82	11.53
83	11.66
84	11.78.2 11.78.2 (c) Size 800X1200 mm thickness 11-12mm sqm 1521.0 sqm 1521.0
85	11.8 11.80.2.3 sqm 1546.0 sqm 1546.0
86	11.83 11.83.1.4 Size 600X1200 mm thickness 11-12mm sqm 1224.0 sqm 1224.0
87	12.15
88	12.58.2.4 in Charge but excluding the cost of paintingwith : 12.5 mm thick tapered edge gypsum board Fully Perforated Gypsum Plaster Board having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturer's specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than0.60. Sqm. 1277.0 Sqm. 1277.0
89	13.52
90	13.54.2
91	13.67.3 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. Sqm. 24.0 Sqm. 24.0
92	13.83.3
93	14.3 Internal Work State Hanger Bhopal Sqm. 6.0 Sqm. 6.0
94	14.36
95	14.51.1 Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). Sqm. 87.0 Sqm. 87.0
96	14.38
97	14.37
98	15.2 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). cum 578.0 cum 578.0
99	15.3 cum 844.0 cum 844.0
100	15.6 15.6.3 In cement mortar cum 487.0 cum 487.0
101	15.11 15.11.1 sqm 17.0 sqm 17.0
102	15.14 15.14.1 of area 3 sq. metres and below each 85.0 each 85.0 Pantry doors
103	15.38
104	15.4 mtr 114.0 mtr 114.0
105	15.41
106	15.42
107	15.45
108	15.44
109	15.51
110	17.1.1
111	17.2.1
112	17.11.1
113	17.14.1 17.14.1.1 510x1040 mm bowl depth 250mm. each 8074.0 each 8074.0
114	17.58.2
115	17.59 17.59.3.2 Single tee with door Each 266.0 Each 266.0 110x110x110 mm 17.59.5 Bend 87.50 Each 172.0 Each 172.0 17.59.5.2 110 mm bend
116	17.61
117	17.64 17.64.22 Providing and fixing P.V.C. waste pipe for sink or wash basinincluding P.V.C. waste fittings complete. Flexible pipe (only in residential & complaxes) 40 mm dia Each 98.0 Each 98.0
118	17.72
119	18.6 15 mm nominal outer dia.Pipes. Mtr. 129.0 Mtr. 129.0 20 mm nominal outer dia.Pipes. Mtr. 153.0 Mtr. 153.0 25 mm nominal outer dia.Pipes. Mtr. 177.0 Mtr. 177.0 32 mm nominal bore. Mtr. 254.0 Mtr. 254.0 40 mm nominal outer dia.Pipes Mtr. 354.0 Mtr. 354.0 50 mm nominal outer dia Pipes. Mtr. 528.0 Mtr. 528.0
120	18.7 15 mm nominal outer dia.Pipes. Mtr. 122.0 Mtr. 122.0 20 mm nominal outer dia.Pipes. Mtr. 141.0 Mtr. 141.0 25 mm nominal outer dia.Pipes. Mtr. 185.0 Mtr. 185.0 32 mm nominal bore. Mtr. 238.0 Mtr. 238.0 40 mm nominal outer dia.Pipes Mtr. 324.0 Mtr. 324.0 50 mm nominal outer dia Pipes. Mtr. 498.0 Mtr. 498.0
121	18.13 32 mm nominal bore. each 498.0 each 498.0
122	18.14.3
123	18.17.8 30 cm length each 88.0 each 88.0 15 mm nominal bore each 129.0 each 129.0 20 mm nominal bore 45 cm length each 149.0 each 149.0 15 mm nominal bore each 184.0 each 184.0 20 mm nominal bore
124	18.36
125	18.53 15 mm nominal bore.Weighing not less than 32gms. Each 65.0 Each 65.0 20mm nominal bore.Weighing not less than40gms.
126	18.64
127	18.65
128	18.66
129	18.67
130	18.1 18.10.1.2 Coupling/Socket each 66.0 each 66.0 For 15.88 mm outer diaPipe each 102.0 each 102.0 For 22.22 mm outer dia Pipe each 125.0 each 125.0 For 28.58 mm outer dia Pipe 18.10.2 Reducer each 120.0 each 120.0 For 22.22 mm x 15.88 mm outer dia pipe each 164.0 each 164.0 For 28.58 mm x 15.88 mm outer dia pipe each 168.0 each 168.0 For 28.58 mm x 22.22 mm outer dia pipe 18.10.3 Elbow 90° each 100.0 each 100.0 For 15.88 mm outer dia pipe each 178.0 each 178.0 For 22.22 mm outer dia Pipe each 245.0 each 245.0 For 28.58 mm outer dia Pipe 18.10.4 Reducing Elbow 90° each 172.0 each 172.0 For22.22 mm x 15.88 mm outer dia pipe each 251.0 each 251.0 For 28.58 mm x 15.88 mm outer dia pipe 18.10.5 Equal Tee each 268.0 each 268.0 For 15.88 mm outer dia pipe each 344.0 each 344.0 For 28.58 mm outer dia Pipe 18.10.6 Reducing Tee each 261.0 each 261.0 For 22.22 mm x 15.88 mm outer dia pipe each 325.0 each 325.0 For 28.58 mm x 15.88 mm outer dia pipe each 338.0 each 338.0 For 28.58 mm x 22.22 mm outer dia pipe 18.10.7 Male Thread Tee each 332.0 each 332.0 For 15.88 mm outer dia x 15 mm nominal dia threaded each 400.0 each 400.0 For 22.22 mm outer dia x 15 mm nominal dia threaded 18.10.8 Female Thread Tee each 339.0 each 339.0 For 15.88 mm outer dia x 15 mm nominal dia threaded each 400.0 each 400.0 For 22.22 mm outer dia x 15 mm nominal dia threaded 18.10.9 Female Thread Connector/ Adapte each 221.0 each 221.0 For 15.88 mm outer dia x 15 mm nominal dia threaded 18.10.10 Male Thread Connector/ Adapter each 224.0 each 224.0 For 15.88 mm outer dia x 15 mm nominal dia threaded
131	18.35
132	18.31
133	18.34
134	18.28
135	18.48
136	18.17.2.2
137	18.35
138	19.4 110 mm diameter OD(min. wall thickness 3.2mm) mtr. 477.0 mtr. 477.0 160 mm diameter OD(min. wall thickness 4.0mm) mtr. 751.0 mtr. 751.0 200 mm diameter OD(min. wall thickness 4.9mm)
139	19.5 110 mm diameter PVC. Pipe (min. wall thickness 3.2mm) mtr. 704.0 mtr. 704.0 160 mm diameter PVC. Pipe mtr. 821.0 mtr. 821.0 200 mm diameter PVC. Pipe
140	19.7 With well burnt bricks
141	19.9 With well burnt bricks
142	19.28 Fly ash bricks
143	19.29 With well burnt bricks each 6285.0 each 6285.0
144	21.1 21.1.1.3 For fixed portion. Polyester powder coated aluminium (minimum thickness ofpolyester powder coating 50micron kg 426.0 kg 426.0
145	21.1.2 21.1.2.3 Polyester powder coatedaluminium (minimum thicknessofpolyester powder coating 50micron) kg 494.0 kg 494.0
146	21.1 21.5.2 With brass cover plate - minimum1.25 mm thickness: each 2070.0 each 2070.0 21.9 Filling the gap in betweenaluminium frame and adjacentRCC/ Brick/ Stone work byproviding weather silicon sealantover backer rod of approvedquality as per architecturaldrawings and direction ofEngineer-in-charge complete.Upto5 mm depth and 5 mm widt metre 53.0 metre 53.0
147	21.18
148	21.19
149	21.27
150	25.3 Anti germ Fluoro-Polymer Coated (Nano coating)Wall hung water closet Size 380X520X375 mmwith solid poly propelyne made soft closing seatcover (Premium Range) each 26412.0 each 26412.0
151	25.7 White Vetrious China Anti germ Fluoro-PolymerCoated Wash Basin Size 595X435X185 mmwith basin mounted pressmatic pillar cock autoclosing system (decol technology). (PremiumRange) Each 16581.0 Each 16581.0
152	25.11 White Vitreous China Anti germ Fluoro-Polymer Coated Urinal Size 340x325x650 mm. (Premium Range) Each 14544.0 Each 14544.0
153	25.12 25.18 Providing and fixing in position best Indian (bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) Pillar cock. (Premium Range) Each 2326.0 Each 2326.0 25.19 Providing & Fixing 8mm thick froasted Urinal glass partition size 900x450mm brass made bracket with chrome plating. (Premium Range) each 2071.0 each 2071.0 25.21 Providing and fixing in position best Indian (bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) Concealed stop cock. (Premium Range) each 2015.0 each 2015.0
154	25.24
155	25.31
156	25.32
157	25.33
158	25.36
159	25.41
160	25.43
161	25.44
162	25.46
163	25.47
164	25.48
165	25.52 Each 2167.0 Each 2167.0
166	25.53
167	25.54
168	25.56
169	25.58
170	25.59
171	25.65
172	25.66
173	25.67
174	25.67.2
175	25.75
176	25.81
177	25.83
178	25.84
179	25.86
180	25.87
181	25.88 SUB ENGINEER SUB DIVISIONAL OFFICERPWD JAIL SUB DIVISION NO.1BHOPAL EXECUTIVE ENGINEERPWD MAINT. DIV. NO.2BHOPAL Please Enable Macros to View BoQ information

Tender For Zonal Tender Of Bituminous Patch Work Of Vaious Roads And Vvip Progaram Under Division No-2 Bhopal, Bhopal-Madhya Pradesh

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