Rural Development Department Tender
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Search from over 12139+ business opportunities that have been announced from the biggest Mahatenders, e tender Maharashtra, Maharashtra government tenders, and the Online Tender Notices posted on Maharashtra e tenders till date. Find opportunities that have come in from the multiple corporations, Maharashtra government departments, State PSUs, and Private companies from the state.
Rural Development Department - RDD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date12 Feb 2025
Closing Date10 Mar 2025
Tender Amount₹ 3,23,72,679
Technical
Technical
Financial
Bid Capacity
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The bid capacity required is 1% of the tender value. Formulas for calculating price variations for each component are provided, including: 1. Labour Component: Vi = 0.85P [ K1 X L1 - L0 ] / 100 L0
2. Material Component: V2 = 0.85P [ K2 X M1 - M0 ] / 100 M0
3. POL Component: V3 = 0.85P [ K3 X P1 - P0 ] / 100 P0
4. Bitumen Component: V4 = QB ( B1 - Ba )
5. HYSD and Mild Steel Component: V5 = S0 ( Sl1 - Sl0 ) X T / Sl0 The components and their respective percentages of the total cost of work are:
1. Labour Component - 33%
2. Material Component - 65%
3. POL Component - 2%
4. Bitumen Component - Actual
5. HYSD & Mild Steel Component - Actual
6. Cement Component - Actual
7. C.I. and D.I. Pipes Component - Actual The earnest money deposit (EMD) or bank guarantee should be valid for the bid validity period plus 30 days.
Technical Capacity
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Every un-registered contractor should furnish along with the tender a statement showing previous experience and technical staff employed by him in the form of statement No.IV. No specific information is available regarding the required value and percentage of similar works completed.
Costs
EMD
₹ 1,61,863Document Cost
₹ 2,360Tender Fee
₹ 500
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_RDPUN_1149395_1Tender No
zp/wks/south/e-Tender/49/24-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means
111.22
264
29401.01
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Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift upto 1.5 m). By Mechanical Means
50.21
1371
68840.42
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Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.
120.43
1872
225463.02
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Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)
10
233
2339.5
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Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete.
592.87
880
522051.68
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Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
135.31
6560
887701.26
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( Ground Floor )
8.79
7101
62420.43
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( First Floor )
8.4
7164
60185.16
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( Second Floor )
4.63
7164
33173.49
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( Ground Floor )
133.42
8067
1076359.18
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( Ground Floor )
48.99
15074
738512
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( First Floor )
27.32
15214
415658.77
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( Second Floor )
9.68
15214
147275.88
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( Ground Floor )
71.13
13485
959227.17
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( First Floor )
34.66
13610
471724.33
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( Second Floor )
2.58
13610
35113.93
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( Ground Floor )
81.33
15231
1238741.3
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( First Floor )
57.95
15372
890818.99
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( Second Floor )
10.35
15372
159102.27
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( Ground Floor )
20
416
8329
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( First Floor )
15
416
6246.75
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( Ground Floor )
10.8
16945
183007.62
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( First Floor )
0.9
17102
15392.39
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( Second Floor )
8.62
17102
147424.84
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( Ground Floor )
3.07
13267
40730.76
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( First Floor )
3.07
13389
41106.69
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( Ground Floor )
2.52
15231
38382.25
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( First Floor )
2.03
15372
31205.57
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( Ground Floor )
29.7
94218
2798287.97
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( First Floor )
14.54
95115
1382979.37
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( Second Floor )
3.79
95115
360487.75
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( Ground Floor )
602.12
59
36006.78
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( First Floor )
548.84
60
33122.49
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( Second Floor )
50.08
60
3022.33
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Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper.
1591.14
112
178605.47
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Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per One Square Metre of surface area covering ten years guarantee on bond paper.
490.61
113
55586.11
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Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos per One Square Metre of vertical surface area covering 10 years guarantee on bond paper.
849.21
117
99782.18
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( Ground Floor )
30.3
184
5593.38
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Providing fly ash brick masonry with conventional / I.S. type fly ash bricks in
C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete.
9.07
7622
69137.44
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( Ground Floor )
156.69
7855
1230878.3
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( First Floor )
150.44
7926
1192470.18
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( Second Floor )
43.33
7926
343457.41
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( Ground Floor )
72.28
1076
77791.35
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( First Floor )
40.95
1086
44494.22
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( Ground Floor )
7.25
8787
63705.75
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( First Floor )
7.25
8866
64285.39
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( Ground Floor )
36.18
75
2740.64
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( First Floor )
33.57
76
2568.11
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( Ground Floor )( With Sand - V.S.I.(Vertical Shaft Impact Crusher)Quality Artifitial Sand usded. )
15
214
3219.75
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( First Floor )( With Sand - V.S.I.(Vertical Shaft Impact Crusher)Quality Artifitial Sand usded. )
15
216
3250.5
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( Ground Floor )( With Sand - V.S.I.(Vertical Shaft Impact Crusher)Quality Artifitial Sand usded. )
1322.79
306
405699.69
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( First Floor )( With Sand - V.S.I.(Vertical Shaft Impact Crusher)Quality Artifitial Sand usded. )
955.55
309
295838.28
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( Ground Floor )
10.35
802
8305.88
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( First Floor )
10.35
810
8385.05
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( Ground Floor )( With Sand - V.S.I.(Vertical Shaft Impact Crusher)Quality Artifitial Sand usded. )
15
406
6093.75
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( First Floor )( With Sand - V.S.I.(Vertical Shaft Impact Crusher)Quality Artifitial Sand usded. )
15
410
6150.75
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( Ground Floor )( With Sand - V.S.I.(Vertical Shaft Impact Crusher)Quality Artifitial Sand usded. )
486
677
329386.5
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( First Floor )( With Sand - V.S.I.(Vertical Shaft Impact Crusher)Quality Artifitial Sand usded. )
338.93
684
231878.96
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( Second Floor )( With Sand - V.S.I.(Vertical Shaft Impact Crusher)Quality Artifitial Sand usded. )
353.49
684
241837.45
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( Ground Floor )
408.48
658
269086.2
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( Ground Floor )
101.18
51
5200.65
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( First Floor )
97.61
51
5065.96
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( Ground Floor )( With Sand - V.S.I.(Vertical Shaft Impact Crusher)Quality Artifitial Sand usded. )
250.36
54
13744.76
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( First Floor )( With Sand - V.S.I.(Vertical Shaft Impact Crusher)Quality Artifitial Sand usded. )
195.22
55
10815.19
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( Ground Floor )
37.5
1285
48211.88
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( First Floor )
177.85
1297
230707.02
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( Second Floor )
10.35
1297
13426.02
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( Ground Floor )
32.15
1607
51666.66
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( First Floor )
24.42
1622
39619.01
... More
( Ground Floor )
207.99
1684
350369.55
... More
( First Floor )
160.63
1700
273159.35
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( Ground Floor )
12
1320
15844.8
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( First Floor )
12
1332
15994.8
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( Ground Floor )
190.63
4229
806183.8
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( First Floor )
94.78
4269
404639.52
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( Ground Floor )
1.5
1323
1985.48
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( First Floor )
25
1336
33403.75
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( Ground Floor )
1.5
156
234.45
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( First Floor )
25
157
3945
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( Ground Floor )
95.22
4607
438769
... More
( First Floor )
59.87
4651
278503.27
... More
( Ground Floor )
56.75
4384
248809.03
... More
( First Floor )
28.4
4426
125698.4
... More
( Ground Floor )
247.38
755
186846.11
... More
( First Floor )
123.18
762
93924.75
... More
( Ground Floor )
32.15
1284
41298.28
... More
( First Floor )
24.42
1296
31661.75
... More
( Ground Floor )
886.99
1467
1301702.17
... More
( First Floor )
588.48
1481
871803.7
... More
( Ground Floor )
170.13
9019
1534453.51
... More
( Ground Floor )
547.41
309
169396.02
... More
( First Floor )
338.93
312
105881.73
... More
( Second Floor )
352.97
312
110267.83
... More
( Ground Floor )
917.62
94
86623.33
... More
( First Floor )
654.35
95
62359.56
... More
( Ground Floor )
917.62
226
207886.81
... More
( First Floor )
654.35
228
149682.56
... More
( Ground Floor )
22.43
148
3340.95
... More
( Ground Floor )
3.6
100
362.52
... More
( First Floor )
3.6
101
365.94
... More
( Ground Floor )
6.39
10308
65871.32
... More
( Ground Floor )
22.3
1279
28539.54
... More
( First Floor )
14.8
1292
19121.6
... More
( Ground Floor )
27.66
4934
136488.27
... More
( First Floor )
6.6
4981
32878.23
... More
( Ground Floor )
43.56
2693
117344.11
... More
( First Floor )
33.12
2719
90069.84
... More
( Ground Floor )
43.96
1855
81576.57
... More
( First Floor )
37.76
1873
70737.7
... More
( Ground Floor )
19.44
3229
62788.28
... More
( First Floor )
15.12
3260
49301.03
... More
( Ground Floor )
11.52
3251
37461.89
... More
( First Floor )
8.64
3282
28364.26
... More
( Ground Floor )
25.2
3434
86548.14
... More
( First Floor )
16.2
3467
56167.83
... More
( Ground Floor )
60.3
5211
314250.44
... More
( First Floor )
55.95
5261
294358.55
... More
( Ground Floor )
7.02
9684
67984.14
... More
( First Floor )
3.24
9776
31676.51
... More
( Ground Floor )
67.32
1790
120546.56
... More
( First Floor )
59.19
1807
106997.76
... More
( Ground Floor )
2.88
9116
26256.53
... More
( First Floor )
2.88
9203
26506.8
... More
( Ground Floor )
10.35
4244
43927.99
... More
( First Floor )
10.35
4284
44346.65
... More
Providing and fixing 90 cm x 60 cm Granite plate engraving 10 cm. Height letter, figures including painting the lefters/figures with approved colour and shade complete
1
9049
9049.7
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Providing and fixing board displaying information, such as "Name of work, Tender cost, Name of Contractor, Work completion and liability period etc", having rectangular shape of 1.80m x 1.20m size made up of 4 mm aluminum composite pannel sheet with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters, numerals, arrow as per IRC: 67-2012 Table No 8.3, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer including the Digitally Printed areas with approved printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
1
25816
25816.95
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( Ground Floor )
0.1
124730
12473.07
... More
( First Floor )
0.2
125918
25183.72
... More
( Ground Floor )
0.3
106954
32086.31
... More
( First Floor )
0.1
107972
10797.28
... More
( Ground Floor )
7.2
4207
30294.36
... More
( First Floor )
2.88
4247
12233.23
... More
( Ground Floor )
2.88
3417
9842.83
... More
( First Floor )
1.08
3450
3726.22
... More
( Ground Floor )
13.5
3511
47398.5
... More
( First Floor )
14.25
3544
50508.41
... More
( First Floor )
6
1194
7167.3
... More
( Ground Floor )
1
20455
20455.5
... More
( First Floor )
1
20650
20650.5
... More
( First Floor )
51.44
4205
216320.63
... More
( Ground Floor )
10.8
3346
36140.04
... More
( Ground Floor )
40
279
11162
... More
( First Floor )
40
279
11162
... More
( Ground Floor )
40
325
13008
... More
( First Floor )
40
325
13008
... More
( Ground Floor )
5
393
1967
... More
( First Floor )
5
393
1967
... More
( Ground Floor )
30
565
16962
... More
( Ground Floor )
2
1269
2538.6
... More
( Ground Floor )
5
510
2554.25
... More
( First Floor )
7000
11
80850
... More
( Ground Floor )
10
1185
11858
... More
( First Floor )
8
1185
9486.4
... More
( Ground Floor )
9
6035
54317.7
... More
( First Floor )
3
6035
18105.9
... More
( Ground Floor )
3
4210
12630.6
... More
( First Floor )
3
4210
12630.6
... More
( Ground Floor )
7
11760
82324.9
... More
( First Floor )
3
11760
35282.1
... More
( Ground Floor )
10
313
3136.5
... More
( First Floor )
2
313
627.3
... More
( Ground Floor )
10
903
9032
... More
( First Floor )
2
903
1806.4
... More
( Ground Floor )
6
602
3615.3
... More
( First Floor )
2
602
1205.1
... More
( Ground Floor )
60
636
38205
... More
( First Floor )
15
636
9551.25
... More
( Ground Floor )
20
343
6860
... More
( Ground Floor )
20
532
10658
... More
( Ground Floor )
23
1553
35731.65
... More
( First Floor )
15
1553
23303.25
... More
( Ground Floor )
6
2830
16981.2
... More
Providing soak pit of size 120cm x 120cm x 120cm including excavating and filling with brick-bats.
2
3096
6193.3
... More
Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.
20
780
15609
... More
Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140Kilogramwith frame etc complete.
10
10003
100030
... More
Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140Kilogramwith frame etc complete.
5
11904
59524.5
... More
( Ground Floor )
2
1704
3409.2
... More
( First Floor )
2
1704
3409.2
... More
( Ground Floor )
15
1017
15263.25
... More
( First Floor )
8
1017
8140.4
... More
( Ground Floor )
1
54023
54023.5
... More
( Ground Floor )
1
95773
95773.7
... More
( Ground Floor )
75
436
32730
... More
( Ground Floor )
10.8
7872
85023
... More
( Ground Floor )
1.51
14878
22466.91
... More
( Ground Floor )
2.98
13290
39605.84
... More
( Ground Floor )
7.45
7699
57362.39
... More
Providing and fixing heavy duty inter locking concrete Rubber mould glossy paving blocks of 80 mm thickness of having a strength of 400 Kilogram/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete. (using 100% crushed sand)
98
1499
146946.1
... More
Stamp Concrete of 100mm Thickness - Providing and Laying in-situ M30 Grade unreinforced plain cement stamp concrete of 100mm thickness pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate (natural sand / VSI grade finely washed crushed sand) Confirming to IS 383, as per mixed in a batching and mixing plant / non tilting mixer and weigh batcher as per approved mix design, admixtures, transporting to site in nagpur city with lead upto 20KM (on Inner Ring Road from Avasti nagar to wadi), spreading, laying with approved make pover, compacted and finished in a continous operation, finishing to lines and grades Also Providing, Placing and applying stamp powder which is light fast UV resistant pigment with appropriate chemical compounds of desired colour on base concrete after excess bleed water has evaporated using dry shake method @5kg per sqm. Including texturing, and covering with plastic sheet (min 200 micron thickness) and also applying two coats of UV-stable,30 % solids clear sealer @ 150 to 250 gms per sqm using surface roller and protecting from falling dust,dirt and curring by curring compound / by providing cement vata in cement Mortor 1 :8 @ 0.6m x 0.6m center to center, admeasuring 80mm at bottom and 40mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-incharge or Landscape architect etc. complete. (prior approval of superinteding Engineer will be necessary )
52
1729
89949.6
... More
Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. By Manual Means. ( Item used only when Quantity is below 10 Cu.m.)
18
314
5664.6
... More
Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed.
9
204
1840.95
... More
Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
9
708
6376.95
... More
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.
9
22
198.45
... More
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
18
82
1491.3
... More
Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete.
3.6
542
1951.74
... More
Providing and laying in situ cement concrete M -30 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) etc. complete with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.
3.6
9288
33439.14
... More
Providing and casting in situ or precast tapering R.C.C. M-20 Semi Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in
C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant
10
544
5444.5
... More
Providing and Constructing gabion structure 1 Meter high or required section made up of soft mechanically woven hexagonal shaped G.I. wire confirming to IS 16014:2012 having zinc plus PVC coating of overall diameter of 3.7 mm and tying lacing wire of 3.2 mm with edge wire confirming to overall diameter
4.4 mm edges being mechanically selvedge including placing in position, fitting neatly with trap stone rubble (15 to 23 cm) all loose ends to be securely tied (Excluding transportation) etc. complete. ( In Dry condition and for under water installation extra cost to be considered)
5
4520
22600.75
... More
( Ground Floor )
18
605
10890
... More
( Ground Floor )
30
569
17070
... More
( Ground Floor )
15
413
6195
... More
( Ground Floor )
12
811
9732
... More
( Ground Floor )
8.1
85
688.5
... More
( Ground Floor )
18
43
777.6
... More
( Ground Floor )
17.1
665
11371.5
... More
( Ground Floor )
17.1
775
13252.5
... More
( Ground Floor )
60
878
52707
... More
( Ground Floor )
60
1230
73830
... More
( Ground Floor )
4
18940
75763
... More
( First Floor )
4
18940
75763
... More
( Ground Floor )
4
18222
72888.8
... More
( First Floor )
3
18222
54666.6
... More
( Ground Floor )
7
6839
47876.5
... More
( First Floor )
8
6839
54716
... More
( Ground Floor )
7.2
1075
7741.8
... More
( First Floor )
7.2
1075
7741.8
... More
( Ground Floor )
5
19852
99261.75
... More
( First Floor )
3
19852
59557.05
... More
( Ground Floor )
4
16209
64836.6
... More
( First Floor )
4
16209
64836.6
... More
( Ground Floor )
1
44724
44724.1
... More
( First Floor )
1
44724
44724.1
... More
( Ground Floor )
4
17720
70883
... More
( First Floor )
3
17720
53162.25
... More
Royalty charge & Surcharge (211.95+4.23) for various materials {'Hard Murum', 'Natural Sand - Screened', 'Rubble'}
722.3
216
156146.81
... More
BASIC TEST OF AGGREGATE : Water Absorption, Specific Gravity,Impact Value, Crushing Value.
1
2730
2730
... More
BASIC TEST OF AGGREGATE: Sieve Analysis.
2
725
1450
... More
BASIC TEST OF AGGREGATE: Flakiness Index & Elongation Index.
1
895
895
... More
BASIC TEST OF CEMENT: Standard Consistancy, Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness.
1
3960
3960
... More
FINE AGGREGATES: Fineness Modulus ( Sieve Analysis ),Silt & Clay Content
3
1450
4350
... More
STEEL BAR TESTING : Upto 16 mm (Set of 3 Bars)
3
1340
4020
... More
STEEL BAR TESTING : Above 16 mm (Set of 3 Bars)
3
1675
5025
... More
BRICKS: Water Absorption (Set of 5 Bricks), Compressive Strength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks).
5
2285
11425
... More
CERAMIC TILES / VITRIFIED TILES : Water Absorption, Modulus of Rupture (Set of 6 Tiles)
4
1675
6700
... More
STONE/ RUBBLE : Crushing Value/Compressive Strength, Water Absorption & Specific Gravity,
1
2120
2120
... More
SOIL / MURUM : Sieve Analysis.
1
725
725
... More
SOIL / MURUM : Liquid limit & plastic Limit.
1
1230
1230
... More
ALUMINIUM SECTION : Thickness, Mass Per Running meter,
1
725
725
... More
CONCRETE : Compressive Strength OF C.C. Cube (Set of 3 cubes).
6
725
4350
... More
Concrete Mix Design (With all Tests on basic materials)
2
14445
28890
... More
MORTOR :Compressive Strength.( Set of 3 Cubes)
1
725
725
... More
CONCRETE PAVING BLOCKS: Compressive Strength , Water Absorption,(Set of 8 Blocks)
1
2620
2620
... More
SOIL / MURUM : Compaction Test ( Proctor Density ).
1
1955
1955
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