Rural Development Department Tender
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Rural Development Department - RDD Tender
Eprocure
Opening Date19 Sep 2019
Closing Date26 Sep 2019
Tender Amount₹ 4,15,13,267
Costs
EMD
₹ 4,10,129Document Cost
Refer DocumentsTender Fee
Refer Documents
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
2019_PARBH_499757_1Bid Award Id
ViewTender No
ZPPBN/WD/eTENDER/71/2019-20Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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vii) Parking Shed
2.59
426
164.85
... More
Excavation for foundation in hard murum including removing the excavated material upto 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 upto 1.50 m) By Mechanical Means (DSR I.No. 21.06) i) Type II -16 Qtrs -Ground Floor
247.11
44628
180.6
... More
iii) Type III - 04 Qtrs - Ground Floor
36.76
6640
180.64
... More
v) Compound Wall
14.24
2572
180.64
... More
vii) Parking Shed
5.18
935
180.6
... More
Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 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 upto 1.5m.) By Mechanical Means (DSR I.No. 21.1). i) Type II -16 Qtrs -Ground Floor
370.65
74333
200.55
... More
iii) Type III - 04 Qtrs - Ground Floor
55.12
11054
200.55
... More
v) Compound Wall
21.36
4283
200.55
... More
vii) Parking Shed
7.78
1560
200.55
... More
Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means (DSR I.No. 21.14). i) Type II -16 Qtrs -Ground Floor
185.34
64025
345.45
... More
iii) Type III - 04 Qtrs - Ground Floor
27.56
9520
345.45
... More
vii) Parking Shed
3.89
1343
345.45
... More
Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (Lift from 1.5m To 3.0 m.) By Mechanical Means (DSR I.No. 21.16) i) Type II -16 Qtrs -Ground Floor
185.34
78232
422.1
... More
iii) Type III - 04 Qtrs - Ground Floor
27.56
11633
422.1
... More
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. (DSR I.No. 21.22) i) Type II -16 Qtrs -Ground Floor
2748.24
236623
86.1
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iii) Type III - 04 Qtrs - Ground Floor
297.64
25626
86.1
... More
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 square metre of vertical surface area covering 10 years guarantee on bond paper. (DSR I.No. 21.23) i) Type II -16 Qtrs -Ground Floor
1261.41
113905
90.3
... More
iii) Type III - 04 Qtrs - Ground Floor
229.68
20740
90.3
... More
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 square metre of surface area covering ten years guarantee on bond paper. (DSR I.No. 21.24) i) Type II -16 Qtrs -Ground Floor
729.3
63558
87.15
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iii) Type III - 04 Qtrs - Ground Floor
140.73
12264
87.15
... More
Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. (DSR I.No. 21.4) i) Type II -16 Qtrs -Ground Floor
160.14
233807
1460.02
... More
iii) Type III - 04 Qtrs - Ground Floor
59.87
87411
1460.02
... More
vii) Parking Shed
5.4
7884
1460.02
... More
Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), 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 (Natural Sand / Crushed sand VSI Grade finely washed etc) (DSR I.No. 24.08). i) Type II -16 Qtrs -Ground Floor
72.18
427802
5926.88
... More
iii) Type III - 04 Qtrs - Ground Floor
14.89
88251
5926.88
... More
vii) Parking Shed
1.94
11498
5926.88
... More
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 (Natural Sand / Crushed sand VSI Grade finely washed etc) (DSR I.No. 24.01) i) Type II -16 Qtrs -Ground Floor
106.83
588505
5508.8
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iii) Type III - 04 Qtrs - Ground Floor
26.06
143559
5508.8
... More
v) Compound Wall
3.56
19611
5508.8
... More
vii) Parking Shed
3.6
19831
5508.8
... More
Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. 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 (Natural Sand / Crushed sand VSI Grade finely washed etc) (DSR I.No. 25.11) i) Type II -16 Qtrs -Ground Floor
174.42
1129072
6473.3
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iii) Type III - 04 Qtrs - Ground Floor
32.78
212194
6473.3
... More
v) Compound Wall
7.61
49261
6473.3
... More
vii) Parking Shed
3.99
25828
6473.3
... More
Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).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 (Natural Sand / Crushed sand VSI Grade finely washed etc) (DSR I.No. 25.31) i) Type II -16 Qtrs -Ground Floor
58.95
725008
12298.7
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ii) For Type II -16 Qtrs - First Floor
11.96
148438
12411.22
... More
iii) Type III - 04 Qtrs - Ground Floor
13.07
160744
12298.7
... More
iv) Type III - 04 Qtrs- First Floor
8.68
107729
12411.22
... More
v) Compound Wall
3.83
47104
12298.7
... More
vii) Parking Shed
0.62
7625
12298.7
... More
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 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, 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. Spec. No. As directed by Engineer in Charge (DSR I.No. 6.36) i) Type II -16 Qtrs -Ground Floor
3
25445
8481.9
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iii) Type III - 04 Qtrs - Ground Floor
1
8481
8481.9
... More
Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). 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 (Natural Sand / Crushed sand VSI Grade finely washed etc) (DSR I.No. 25.5) i) Type II -16 Qtrs -Ground Floor
164.46
1790558
10887.5
... More
ii) For Type II -16 Qtrs - First Floor
26.69
293231
10986.58
... More
iii) Type III - 04 Qtrs - Ground Floor
33.24
361900
10887.5
... More
iv) Type III - 04 Qtrs- First Floor
18.79
206437
10986.58
... More
v) Compound Wall
4.48
48776
10887.5
... More
Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).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 (Natural Sand / Crushed sand VSI Grade finely washed etc) (DSR I.No. 25.7) i) Type II -16 Qtrs -Ground Floor
116.27
1525805
13122.95
... More
ii) For Type II -16 Qtrs - First Floor
38.76
513311
13243.32
... More
iii) Type III - 04 Qtrs - Ground Floor
28.29
371248
13122.95
... More
iv) Type III - 04 Qtrs- First Floor
24.26
321282
13243.32
... More
Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks compacting , curing , finishing and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).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 (Natural Sand / Crushed sand VSI Grade finely washed etc) (DSR I.No. 26.05) i) Type II -16 Qtrs -Ground Floor
18.51
226618
12243.05
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ii) For Type II -16 Qtrs - First Floor
6.17
76230
12355.04
... More
iii) Type III - 04 Qtrs - Ground Floor
3.48
42605
12243.05
... More
iv) Type III - 04 Qtrs- First Floor
3.87
47814
12355.04
... More
Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap / quartzite /granite /gneiss metal for R.C.C. Waist slab, and steps of staircases as per detailed design and drawings or as directed including steel centering, formwork, steel props, laying/pumping, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding einforcement, including cover block).(Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.) 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 (Natural Sand / Crushed sand VSI Grade finely washed etc) (DSR I.No. 26.25) i) Type II -16 Qtrs -Ground Floor
5.51
71092
12902.45
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ii) For Type II -16 Qtrs - First Floor
1.84
23958
13020.72
... More
iii) Type III - 04 Qtrs - Ground Floor
1.84
23740
12902.45
... More
iv) Type III - 04 Qtrs- First Floor
1.84
23958
13020.72
... More
Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite / quartzite / gneiss metal for R.C.C. canopy as per detailed designs and drawings including steel centering, formwork, laying/pumping, compacting and roughening the surface if special finish is to be provided and curing etc. complete (excluding reinforcement), 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 (Natural Sand / Crushed sand VSI Grade finely washed etc) (DSR I.No. 26.09) i) Type II -16 Qtrs -Ground Floor
8.83
108106
12243.05
... More
iii) Type III - 04 Qtrs - Ground Floor
0.74
9059
12243.05
... More
Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and rougheningthem if special finish is to be provided and curing complete.(Excluding reinforcement and structural steel).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 (Natural Sand / Crushed sand VSI Grade finely washed etc) (DSR I.No. 26.17) i) Type II -16 Qtrs -Ground Floor
15.96
219932
13780.25
... More
ii) For Type II -16 Qtrs - First Floor
5.32
73984
13906.88
... More
iii) Type III - 04 Qtrs - Ground Floor
6.11
84197
13780.25
... More
iv) Type III - 04 Qtrs- First Floor
8.74
121546
13906.88
... More
Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including steel centering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).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 (Natural Sand / Crushed sand VSI Grade finely washed etc) (DSR I.No. 26.23) i) Type II -16 Qtrs -Ground Floor
4.92
32718
6650.12
... More
ii) For Type II -16 Qtrs - First Floor
2.46
16502
6708.29
... More
iii) Type III - 04 Qtrs - Ground Floor
1.39
9243
6650.12
... More
v) Compound Wall
1.42
9360
6591.95
... More
Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. (DSR I.No. 26.33) i) Type II -16 Qtrs -Ground Floor
62.53
4117119
65842.31
... More
ii) For Type II -16 Qtrs - First Floor
11.62
772359
66468.12
... More
iii) Type III - 04 Qtrs - Ground Floor
13.43
884196
65842.31
... More
iv) Type III - 04 Qtrs- First Floor
7.87
523303
66468.12
... More
v) Compound Wall
1.64
107981
65842.31
... More
vii) Parking Shed
0.2
13168
65842.31
... More
Providing and fixing in position (as per 1868 / 1982) Aluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637 kg/Rmt. with window frame bottom track section 92 x 31.75 x 1.30 mm at weight 1.070 kg/Rmt.. Top and side track section 92 x 31.75 x 1.30 mm at weight 0.933 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. and handle and top section 40 x 18 x 1.25 mm at weight o.417 kg/Rmt. As per detailed drawings and as directed by Engineerincharge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass and aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc, complete. With powder coating with box (DSR I.No. 39.43) i) Type II -16 Qtrs -Ground Floor
34.02
177140
5206.95
... More
ii) For Type II -16 Qtrs - First Floor
11.34
59609
5256.54
... More
iii) Type III - 04 Qtrs - Ground Floor
8.1
42176
5206.95
... More
iv) Type III - 04 Qtrs- First Floor
8.1
42577
5256.54
... More
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. (DSR I.No. 27.12) i) Type II -16 Qtrs -Ground Floor
69.9
426457
6100.97
... More
iii) Type III - 04 Qtrs - Ground Floor
9.85
60094
6100.97
... More
Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete. (DSR I.No. 21.36) i) Type II -16 Qtrs -Ground Floor
755.97
76201
100.8
... More
iii) Type III - 04 Qtrs - Ground Floor
50.84
5124
100.8
... More
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. (DSR I.No. 21.37) iii) Type III - 04 Qtrs - Ground Floor
29.38
22030
749.86
... More
Providing Autoclaved Aerated Concrete Block masonary of Ecolite or equivalent make conforming to IS:2185 (Part 3) - 1984 in extra fine jointing mortar of fixoblock of UltraTech or equivalent in superstructure including striking joints, raking out joints and scaffolding etc. Complete. (The test shall be carried out conforming to IS:6441 (Part I) - 1972) (DSR I.No. 27.15) i) Type II -16 Qtrs -Ground Floor
214.62
1547034
7208.25
... More
ii) For Type II -16 Qtrs - First Floor
97.47
709279
7276.9
... More
iii) Type III - 04 Qtrs - Ground Floor
56.85
409789
7208.25
... More
iv) Type III - 04 Qtrs- First Floor
20.63
150122
7276.9
... More
Providing Autoclaved Aerated Concrete Block masonary of Ecolite or equivalent make conforming to IS:2185 (Part 3) - 1984 in extra fine jointing mortar of fixoblock of UltraTech or equivalent in Half brick thick wall including striking joints, raking out joints and scaffolding etc. Complete. (The test shall be carried out conforming to IS:6441 (Part I) - 1972) (DSR I.No. 27.16) i) Type II -16 Qtrs -Ground Floor
403.02
361388
896.7
... More
ii) For Type II -16 Qtrs - First Floor
134.34
121609
905.24
... More
iii) Type III - 04 Qtrs - Ground Floor
70.98
63647
896.7
... More
iv) Type III - 04 Qtrs- First Floor
35.49
32126
905.24
... More
Providing and fixing M40 grade thick vibrated pull cast or similar type concrete frame with chamfer conforming to I.S. 65241983 having 6 mm dia. bars 3 Nos. And stirrups @250 mm c/c and fixing in wall with 6 Nos of hold fast of 12 mm dia bars 500 mm long including primer and oil painting etc, complete) frame size 60 mm x 100 mm . (DSR I.No. 39.56) ii) For Type II -16 Qtrs - Second Floor
45.45
36814
809.99
... More
iv) Type III - 04 Qtrs- First Floor
15.15
12156
802.42
... More
Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mm at weight 0.547 kg/Rmt. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With powder coating with box (DSR I.No. 39.39) i) Type II -16 Qtrs -Ground Floor
25.92
146558
5654.25
... More
ii) For Type II -16 Qtrs - First Floor
8.64
49317
5708.1
... More
iii) Type III - 04 Qtrs - Ground Floor
2.16
12213
5654.25
... More
iv) Type III - 04 Qtrs- First Floor
2.16
12329
5708.1
... More
Providing and fixing solid core flush door shutter in single leaf 32 mm thick decorative type of exterior grade as per detailed drawings approved face veneers 3 mm thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides, and finishing with French Polish etc. complete. (DSR I.No. 39.09) i) Type II -16 Qtrs -Ground Floor
51.66
135282
2618.7
... More
ii) For Type II -16 Qtrs - First Floor
17.22
45523
2643.64
... More
iii) Type III - 04 Qtrs - Ground Floor
12.92
33833
2618.7
... More
iv) Type III - 04 Qtrs- First Floor
12.92
34155
2643.64
... More
Providing and fixing single or double leaf panelled door shutter excluding frame with glazed openable fanlight shutter 35 mm thick as per detailed drawing consistingpanelled vertical styles 100 mm x 35 mm and lock and bottom rail 200 mm x 35 mm and panels 12 mm thick both side commercial ply faced particle board including stainless steel fixtures and fastening and T.W. beading at junctions of panel inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete. (DSR I.No. 39.07) i) Type II -16 Qtrs -Ground Floor
21.27
132549
6231.75
... More
ii) For Type II -16 Qtrs - First Floor
7.09
44603
6291.1
... More
iii) Type III - 04 Qtrs - Ground Floor
3.44
21437
6231.75
... More
iv) Type III - 04 Qtrs- First Floor
3.44
21641
6291.1
... More
Providing and fixing fiber glass reinforced polyster door shutter 30 mm thick as per IS 14856 (2000) (Reaffirmed 2006) without ventilator including chromium plated fixtures and fastening with chromium plated handles on both sides, etc complete (DSR I.No. 39.58) i) Type II -16 Qtrs -Ground Floor
57.72
160351
2778.1
... More
ii) For Type II -16 Qtrs - First Floor
19.24
53963
2804.76
... More
iii) Type III - 04 Qtrs - Ground Floor
6.29
17475
2778.3
... More
iv) Type III - 04 Qtrs- First Floor
6.29
17641
2804.76
... More
Providing and fixing frame with / without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete (DSR I.No. 39.01) i) Type II -16 Qtrs -Ground Floor
2.19
378442
172804.8
... More
ii) For Type II -16 Qtrs - First Floor
0.73
127348
174450.56
... More
iii) Type III - 04 Qtrs - Ground Floor
0.26
44929
172804.8
... More
Providing and fixing mild steel grill work for windows, ventilators etc. 20 kg/sqm as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete. (DSR I.No. 40.01) i) Type II -16 Qtrs -Ground Floor
100.44
161145
1604.4
... More
ii) For Type II -16 Qtrs - First Floor
33.48
54226
1619.68
... More
iii) Type III - 04 Qtrs - Ground Floor
93.6
150171
1604.4
... More
iv) Type III - 04 Qtrs- First Floor
95
153869
1619.68
... More
Providing and fixing 90 cm x 60 cm Marble plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete (DSR I.No. 44.11) i) Type II -16 Qtrs -Ground Floor
8
56355
7044.45
... More
iii) Type III - 04 Qtrs - Ground Floor
3
21133
7044.45
... More
Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 x 38 mm x 1.22 mm box type, 5 mm thick sheet glass louvers, of approved quality etc. complete. (DSR I.No. 39.68) i) Type II -16 Qtrs -Ground Floor
14.4
40370
2803.5
... More
ii) For Type II -16 Qtrs - First Floor
4.8
13584
2830.2
... More
iii) Type III - 04 Qtrs - Ground Floor
1.8
5046
2803.5
... More
iv) Type III - 04 Qtrs- First Floor
1.8
5094
2830.2
... More
Providing and laying telephone black / Amba White / Cadburybrown / Ruby red / Ocean Brown granite stone of 18 to 20 mm thick for door frame/ dado/ window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing the sharp edges wherever necessary, curing, etc. complete. (DSR I.No. 33.68) i) Type II -16 Qtrs -Ground Floor
32.46
134374
4139.7
... More
ii) For Type II -16 Qtrs - First Floor
10.82
45217
4179.03
... More
iii) Type III - 04 Qtrs - Ground Floor
24.44
101174
4139.7
... More
iv) Type III - 04 Qtrs- First Floor
24.44
102135
4179.03
... More
Providing and applying Two coats of wall care Putty on plastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc complete. (DSR I.No. 32.34) i) Type II -16 Qtrs -Ground Floor
816
69400
85.05
... More
ii) For Type II -16 Qtrs - First Floor
272
23353
85.86
... More
iii) Type III - 04 Qtrs - Ground Floor
163.14
13875
85.05
... More
iv) Type III - 04 Qtrs- First Floor
141.59
12156
85.86
... More
Providing and applying plaster / wall punning with plaster of paris ( with plaster of paris material of Ambuja / Mor Chap or equivalent make ) in 10 to 13 millimeter thickness to previously plastered surface / or on newly brick surface ( Excluding rough cast plaster ) in all position including preparing and Finishing the surface scaffolding etc.complete. (DSR I.No. 32.3) i) Type II -16 Qtrs -Ground Floor
1873.11
924379
493.5
... More
ii) For Type II -16 Qtrs - First Floor
624.37
311061
498.2
... More
iii) Type III - 04 Qtrs - Ground Floor
570.01
281299
493.5
... More
iv) Type III - 04 Qtrs- First Floor
605.75
301784
498.2
... More
Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. (DSR I.No. 32.11) i) Type II -16 Qtrs -Ground Floor
1441.65
1050631
728.77
... More
ii) For Type II -16 Qtrs - First Floor
383.37
281991
735.56
... More
iii) Type III - 04 Qtrs - Ground Floor
330.67
240982
728.77
... More
iv) Type III - 04 Qtrs- First Floor
519.3
381976
735.56
... More
v) Compound Wall
226.1
164774
728.77
... More
Providing and fixing chicken mesh of 22 gauge, with about 30 cm. width at the junction of R.C.C members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete /B.B.masonry and or tying by binding wire etc. complete. (DSR I.No. 32.26) i) Type II -16 Qtrs -Ground Floor
504
54507
108.15
... More
ii) For Type II -16 Qtrs - First Floor
168
18342
109.18
... More
iii) Type III - 04 Qtrs - Ground Floor
52.2
5645
108.15
... More
iv) Type III - 04 Qtrs- First Floor
81
8843
109.18
... More
Providing and Fixing mat finish stainless steel (of 302 grade ) railing with top pipe of 50 mm dia. and vertical pipe of 38 mm dia at 0.60 m c/c or as required and horizontal pipes of 25 mm dia in three rows, all pipes of 2 mm thick including buffing,fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75 mm dia above newel post of 75 mm diameter etc. complete (Prior approval of sample and brand by Ex.Engineer is necessary before use) (DSR I.No. 40.08) i) Type II -16 Qtrs -Ground Floor
22.35
72186
3229.8
... More
ii) For Type II -16 Qtrs - First Floor
7.45
24291
3260.56
... More
iii) Type III - 04 Qtrs - Ground Floor
6.9
22285
3229.8
... More
iv) Type III - 04 Qtrs- First Floor
8.03
26182
3260.56
... More
Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1 Kg per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test etc. complete. (DSR I.No. 31.04) i) Type II -16 Qtrs -First Floor
559.18
611664
1093.86
... More
ii) For Type II -16 Qtrs -Second Floor
279.59
308452
1103.23
... More
iii) Type III - 04 Qtrs - Ground Floor
89.8
99070
1103.23
... More
Providing water proof bedding for flooring of Bath and WC 25 mm thick in C.M. 1:3 including using approved water proofing compound in specified proportion as per manufacturers specifications for per bag of cement including leveling, curing and covering 10 years guarantee on court fee stamp paper of Rs.500/- including ponding test etc. complete. (DSR I.No. 31.05) i) Type II -16 Qtrs -First Floor
9.41
3571
379.52
... More
ii) For Type II -16 Qtrs -Second Floor
4.7
1799
382.97
... More
iii) Type III - 04 Qtrs - Ground Floor
6.36
2391
376.07
... More
iv) Type III - 04 Qtrs- First Floor
6.36
2413
379.52
... More
Providing and fixing corrugated galvanised iron sheets of 0.63mm thick (24 B.W.G.) for roofing without wind tiles including fastening with galvanised iron screws and bolts, lead and bitumen washers as per drawing etc. complete.(Weight of 5.5 kg/sq.m.). (DSR I.No. 38.04) i) Type II -16 Qtrs -Ground Floor
19.6
15228
776.98
... More
ii) For Type II -16 Qtrs - First Floor
19.6
15372
784.31
... More
iii) Type III - 04 Qtrs - Ground Floor
20.59
15998
776.98
... More
Providing and laying machine cut machine Polished Kota stone flooring 25mm to 30mm thick and required width in plain/ diamond pattern on bed of 1:6 C. M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc. complete. (DSR I.No. 33.06) i) Type II -16 Qtrs -Ground Floor
56.46
65024
1151.69
... More
iii) Type III - 04 Qtrs - Ground Floor
18.82
21674
1151.69
... More
Providing Mirror polishing to Kota Stone including using all necessary stones and equipments cleaning, washing etc. complete. For Flooring (DSR I.No. 33.28) i) Type II -16 Qtrs -Ground Floor
56.46
7291
129.15
... More
iii) Type III - 04 Qtrs - Ground Floor
18.82
2430
129.15
... More
Providing and laying in position flooring of telephone black / Amba White / Cat bary brown / Ruby red / Ocean Brown granite stone of approved shade and size 18 mm to 20 mm thick on bed 1:6 cement mortar including cement floats striking joints, pointing in C.M. 1:3 curing and cleaning etc. complete. (DSR I.No. 33.34) i) Type II -16 Qtrs -Ground Floor
10.35
39661
3832.05
... More
ii) For Type II -16 Qtrs - First Floor
3.45
13346
3868.45
... More
iii) Type III - 04 Qtrs - Ground Floor
2.97
11369
3832.05
... More
iv) Type III - 04 Qtrs- First Floor
2.97
11477
3868.45
... More
Providing and fixing white european type wall-hung, of size 360mm x 360mm x 575mm with flush valve of approved make including soil pipe, vent pipe upto outside face of wall, 100mm dia C.I. plug bend inlet pipe all fittings,cutting & making good walls, floors etc as directed by Engineer in charge. (DSR I.No. 48.3) i) Type II -16 Qtrs -Ground Floor
6
110067
18344.55
... More
ii) For Type II -16 Qtrs - First Floor
2
37038
18519.26
... More
iii) Type III - 04 Qtrs - Ground Floor
1
18344
18344.55
... More
iv) Type III - 04 Qtrs- First Floor
1
18519
18519.26
... More
Providing and laying in trenches 40 mm dia. medium grade having embossed as ISI Mark galvanised iron pipes ?of 3.68 kg/meter necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint, 2 coats Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. (DSR I.No. 41.22) i) Type II -16 Qtrs -Ground Floor
20
9681
484.05
... More
iii) Type III - 04 Qtrs - Ground Floor
5
2420
484.05
... More
Providing and fixing M.S. grill door 24 kg/sqm of various size as per detailed drawings without hot dip coating, iron fixtures and fastenings and 3 coats of oil painting etc (DSR I.No. 39.31) i) Type II -16 Qtrs -Ground Floor
61.92
158704
2563.05
... More
iii) Type III - 04 Qtrs - Ground Floor
39.99
102496
2563.05
... More
Providing and fixing stainless steel sink of size 600 x 510 x 200 mm incluidng coupling, outlet pipe, elbow and other necessary fitting, finishing etc. complete. (DSR I.No. 42.78) i) Type II -16 Qtrs -Ground Floor
18
273861
15214.5
... More
ii) For Type II -16 Qtrs - First Floor
18
276469
15359.4
... More
iii) Type III - 04 Qtrs - Ground Floor
6
91287
15214.5
... More
Providing and fixing machine cut machine polished 18 mm to 20 mm thick telephone black / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone for treads and risers of steps and staircases of approved colour and shade with rounded moulding and three grooved line for the treads on bed of 1:4 Cement mortar including float filling joints with neat cement slurry curing polishing and cleaning etc. complete. (DSR I.No. 33.35) i) Type II -16 Qtrs -Ground Floor
15.09
59627
3951.47
... More
ii) For Type II -16 Qtrs - First Floor
5.03
20064
3989.01
... More
iii) Type III - 04 Qtrs - Ground Floor
5.03
19875
3951.47
... More
Providing and fixing Glass self 125 mm wide and 600 mm long with necessary chromium plated brackets providingT.W.gutties etc. complete (DSR I.No. 43.26) i) Type II -16 Qtrs -Ground Floor
24
7736
322.35
... More
iii) Type III - 04 Qtrs - Ground Floor
5
1611
322.35
... More
iv) Type III - 04 Qtrs- First Floor
5
1627
325.42
... More
Providing and applying 2 Coats of 100% Pure acrylic low VOC water based paint with to withstand for period of atleast 5 years of approved make. Paint should provide durable long lasting silk finish with high resistance to UV and resistance to spreading of flame. Paint should protect against concrete carbonation with R value of minimum 600 and ability to built cracks upto min 0.7mm. The paint has to be applied on High quality water based acrylic copolymer primer with good alkali resistance properties. With all leads and lifts at all levels etc. complete, as directed by Engineer in charge. (DSR I.No. 48.14) i) Type II -16 Qtrs -Ground Floor
2689.11
434829
161.7
... More
ii) For Type II -16 Qtrs - First Floor
896.37
146323
163.24
... More
iii) Type III - 04 Qtrs - Ground Floor
570.01
92170
161.7
... More
iv) Type III - 04 Qtrs- First Floor
605.76
98883
163.24
... More
Providing and fixing collapsible steel gate in one / two leaves with hot rolled vertical channels of 18 x 9 x 3 mm minimum size, crossings of M.S. flats of size 18 x 5 mm T or E section for runner of minimum 40 x 6 mm size for flange, M.S. flat for top runner of minimum size 40 x 12 mm with roller wheels confirming to grade F.G. 150 fitted with snap headed rivets of minimum size 6 mm max. spacing of vertical channels be 100 mm enclosed gate position and clear space of 150 mm between two sets of crossings with hold fasts, stoppers, spaces, handles, locking arrangement and one coat of red lead primer and oil painting etc. complete. (I.S. 105211983). (DSR I.No. 39.26) i) Type II -16 Qtrs -Ground Floor
9.45
29162
3085.95
... More
iii) Type III - 04 Qtrs - Ground Floor
3.15
9720
3085.95
... More
Providing and applying antipeel paint of approved make & approved brand exterior Emulsion paint of approved quality, colour and shade to old and new surface in two coats, including exterior acrylic primer coat, scaffolding, preparing the surface etc. complete (Heat Reflective Paint). (DSR I.No. 48.16) i) Type II -16 Qtrs -Ground Floor
1441.65
316370
219.45
... More
ii) For Type II -16 Qtrs - First Floor
383.37
84931
221.54
... More
iii) Type III - 04 Qtrs - Ground Floor
330.67
72565
219.45
... More
iv) Type III - 04 Qtrs- First Floor
519.3
115045
221.54
... More
Providing and fixing wall hung white wash basin of size 350x450x165mm with approved make pillar cock, C.P. Angular stop cock long thread approved make continental including SS bottle trap of approved make having necessary pipe connection up to the outside face of the wall etc complete as directed by Engineer in charge. (DSR I.No. 48.32) i) Type II -16 Qtrs -Ground Floor
12
64461
5371.8
... More
ii) For Type II -16 Qtrs - First Floor
4
21691
5422.96
... More
iii) Type III - 04 Qtrs - Ground Floor
4
21487
5371.8
... More
iv) Type III - 04 Qtrs- First Floor
4
21691
5422.96
... More
Providing and fixing 10 cm PVC nahani trap with grating etc. complete. (DSR I.No. 42.67) i) Type II -16 Qtrs -Ground Floor
24
10634
443.1
... More
ii) For Type II -16 Qtrs - First Floor
8
3578
447.32
... More
iii) Type III - 04 Qtrs - Ground Floor
4
1772
443.1
... More
iv) Type III - 04 Qtrs- First Floor
4
1789
447.32
... More
Providing and fixing 15cm x 10cm salt glazed stoneware gully trap in cement concrete 1:4:8 outside the building including cast iron grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with cast iron lid and cast iron grating for the gully trap. (DSR I.No. 42.02) i) Type II -16 Qtrs -Ground Floor
12
14729
1227.45
... More
ii) For Type II -16 Qtrs - First Floor
4
4956
1239.14
... More
iii) Type III - 04 Qtrs - Ground Floor
4
4909
1227.45
... More
iv) Type III - 04 Qtrs- First Floor
4
4956
1239.14
... More
Providing and fixing Orissa Pan of size 580x445x260 mm with approved make flush valve including trap, C.I. soil and vent pipe upto outside face of wall including 100mm dia. C.I. plug, bend and necessary pipe connection, etc complete. As directed by Engineer in charge. (DSR I.No. 48.38) i) Type II -16 Qtrs -Ground Floor
9
59478
6608.7
... More
ii) For Type II -16 Qtrs - First Floor
3
20014
6671.64
... More
iii) Type III - 04 Qtrs - Ground Floor
1
6608
6608.7
... More
iv) Type III - 04 Qtrs- First Floor
1
6671
6671.64
... More
Providing and fixing C.P. BIB cock with wall flange of approved make including necessary sockets/ union nut etc. complete. (DSR I.No. 42.83) i) Type II -16 Qtrs -Ground Floor
24
23688
987
... More
ii) For Type II -16 Qtrs - First Floor
8
7971
996.4
... More
iii) Type III - 04 Qtrs - Ground Floor
8
7896
987
... More
iv) Type III - 04 Qtrs- First Floor
8
7971
996.4
... More
Providing and fixing 25 mm dia. screw down bib/ stop tap of brass including necessary socket union nut complete. (DSR I.No. 41.42) i) Type II -16 Qtrs -Ground Floor
24
29257
1219.05
... More
ii) For Type II -16 Qtrs - First Floor
4
4922
1230.66
... More
iii) Type III - 04 Qtrs - Ground Floor
2
2438
1219.05
... More
iv) Type III - 04 Qtrs- First Floor
2
2461
1230.66
... More
Providing and fixing push cock (Self closing tap) symet type of 15 mm dia. including necessary socket, testing etc. complete. (DSR I.No. 41.54) i) Type II -16 Qtrs -Ground Floor
12
5166
430.5
... More
ii) For Type II -16 Qtrs - First Floor
4
1738
434.52
... More
iii) Type III - 04 Qtrs - Ground Floor
4
1722
430.5
... More
iv) Type III - 04 Qtrs- First Floor
4
1738
434.52
... More
Providing and fixing 100 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete. (DSR I.No. 42.52) i) Type II -16 Qtrs -Ground Floor
300
205380
684.6
... More
ii) For Type II -16 Qtrs - First Floor
100
69112
691.12
... More
iii) Type III - 04 Qtrs - Ground Floor
30
20538
684.6
... More
iv) Type III - 04 Qtrs- First Floor
30
20733
691.12
... More
Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of high density polythyler and built corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as inlet,outlet overflow pipe inclusive of all tanks capacity between 200 to 1000 liters (DSR I.No. 42.53) i) Type II -16 Qtrs -Ground Floor
36000
496080
13.78
... More
iii) Type III - 04 Qtrs - Ground Floor
6000
81900
13.65
... More
Providing and fixing P.V.C. Rain water pipes of 110mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592-1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete. (DSR I.No. 42.87) i) Type II -16 Qtrs -Ground Floor
118.5
54747
462
... More
ii) For Type II -16 Qtrs - First Floor
39.5
18422
466.4
... More
iii) Type III - 04 Qtrs - Ground Floor
30
13860
462
... More
iv) Type III - 04 Qtrs- First Floor
30
13992
466.4
... More
Providing and constructing Brick Masonry inspection trap Chamber 90cm x 45cm including 1:4:8 C.C foundation, 1:2:4 C.C.channels/half round glazed stoneware pipe channel, salt glazed stone-ware intercepting trap with rodding pipe set in 1:4:8 cement concrete block, brick masonry plastering inside and Outside, fixed in cement concrete with R.C.C. Cover medium duty 140 kg. etc complete (DSR I.No. 42.15) i) Type II -16 Qtrs -Ground Floor
27
246843
9142.35
... More
iii) Type III - 04 Qtrs - Ground Floor
6
54854
9142.35
... More
Providing and laying vitrified matt fininsh tiles having size 590 mm to 605 mm x to 605 mm of 8 to 10 mm thickness and confirming IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement morar including neat cement float, filling joints, curing and cleaning etc. complete. a) Flooring (DSR I.No. 33.42) i) Type II -16 Qtrs -Ground Floor
544.05
811298
1491.22
... More
ii) For Type II -16 Qtrs - First Floor
181.35
272993
1505.34
... More
iii) Type III - 04 Qtrs - Ground Floor
108.47
161752
1491.22
... More
iv) Type III - 04 Qtrs- First Floor
108.47
163284
1505.34
... More
Providing and laying vitrified matt finish tiles having size 590 mm to 605 mm x to 605 mm of 8 to 10 mm thickness and confirming IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning etc. complete. b) Skirting (DSR I.No. 33.43) i) Type II -16 Qtrs -Ground Floor
26.92
49805
1850.12
... More
ii) For Type II -16 Qtrs - First Floor
26.92
50277
1867.65
... More
iii) Type III - 04 Qtrs - Ground Floor
17.83
32987
1850.12
... More
iv) Type III - 04 Qtrs- First Floor
15.49
28929
1867.65
... More
Providing and laying Antiskid Ceramic tiles of approved quality of size 30 cm x 30 cm and confirming to IS 15622-2006 (Group-B IIA) for antiskid flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning curing etc. complete. (DSR I.No. 33.67) i) Type II -16 Qtrs -Ground Floor
96.72
109498
1132.12
... More
ii) For Type II -16 Qtrs - First Floor
32.24
36844
1142.82
... More
iii) Type III - 04 Qtrs - Ground Floor
15.16
17162
1132.12
... More
iv) Type III - 04 Qtrs- First Floor
15.16
17325
1142.82
... More
Providing and laying ceramic tiles having size 30 cm. x 45 cm. confirming to corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. (DSR I.No. 33.26) i) Type II -16 Qtrs -Ground Floor
444.72
539432
1212.97
... More
ii) For Type II -16 Qtrs - First Floor
148.24
181510
1224.44
... More
iii) Type III - 04 Qtrs - Ground Floor
86.54
104970
1212.97
... More
iv) Type III - 04 Qtrs- First Floor
86.54
105963
1224.44
... More
Providing and laying concrete pipes of I.S.NP. class of 150mm 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. (DSR I.No. 42.07) i) Type II -16 Qtrs -Ground Floor
20
14238
711.9
... More
iii) Type III - 04 Qtrs - Ground Floor
5
3559
711.9
... More
Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. (DSR I.No. 42.55) i) Type II -16 Qtrs -Ground Floor
80
17892
223.65
... More
iii) Type III - 04 Qtrs - Ground Floor
20
4473
223.65
... More
iv) Type III - 04 Qtrs- First Floor
20
4515
225.78
... More
Providing and laying in trenches 25 mm dai. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. (DSR I.No. 42.63) i) Type II -16 Qtrs -Ground Floor
40
13692
342.3
... More
iii) Type III - 04 Qtrs - Ground Floor
5
1711
342.3
... More
iv) Type III - 04 Qtrs- First Floor
5
1727
345.56
... More
Providing and laying in trenches 15 mm dai. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. (DSR I.No. 42.61) i) Type II -16 Qtrs -Ground Floor
160
36792
229.95
... More
iii) Type III - 04 Qtrs - Ground Floor
15
3449
229.95
... More
Providing and laying in trenches 20 mm dai. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. (DSR I.No. 42.62) i) Type II -16 Qtrs -Ground Floor
40
10248
256.2
... More
iii) Type III - 04 Qtrs - Ground Floor
10
2562
256.2
... More
Providing and laying in trenches 50mm dai. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. (DSR I.No. 42.66) i) Type II -16 Qtrs -Ground Floor
20
13461
673.05
... More
iii) Type III - 04 Qtrs - Ground Floor
10
6730
673.05
... More
Providing and laying machine cut machine polished machine cut Kota stone slabs 20 to 25 mm thick for treads and risers of steps and staircases, with rounded nosing for the treads on a bed of 1:4 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc. complete. (DSR I.No. 33.18) i) Type II -16 Qtrs -Ground Floor
31.38
43668
1391.6
... More
ii) For Type II -16 Qtrs - First Floor
10.46
14693
1404.76
... More
iii) Type III - 04 Qtrs - Ground Floor
15.49
21555
1391.6
... More
iv) Type III - 04 Qtrs- First Floor
10.46
14693
1404.76
... More
Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 60 mm thickness of having a strength of 300 kg/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 (DSR I.No. 33.51) i) Type II -16 Qtrs -Ground Floor
32.7
29989
917.12
... More
iii) Type III - 04 Qtrs - Ground Floor
119.68
109760
917.12
... More
vii) Parking Shed
36
33016
917.12
... More
Providing and fixing 450mm x 550mm size superior type Belgium mirror with 16mm dia. nickel plated towel rod etc. complete. (DSR I.No. 42.2) i) Type II -16 Qtrs -Ground Floor
12
8857
738.15
... More
ii) For Type II -16 Qtrs - First Floor
4
2980
745.18
... More
iii) Type III - 04 Qtrs - Ground Floor
4
2952
738.15
... More
iv) Type III - 04 Qtrs- First Floor
4
2980
745.18
... More
Providing and fixing chromium plated towel rod 16 mm dia and 75 cm. in length including all accessories complete. (DSR I.No. 42.31) i) Type II -16 Qtrs -Ground Floor
24
6098
254.1
... More
ii) For Type II -16 Qtrs - First Floor
8
2052
256.52
... More
iii) Type III - 04 Qtrs - Ground Floor
2
508
254.1
... More
iv) Type III - 04 Qtrs- First Floor
2
513
256.52
... More
Providing and fixing in position UPVC ultra violet stabilized 110 mm outer diameter cowl dome confirming to I.S.-4985 including making joints with solvent cement etc. complete (DSR I.No. 43.25) i) Type II -16 Qtrs -Ground Floor
12
1475
122.96
... More
iii) Type III - 04 Qtrs - Ground Floor
6
737
122.96
... More
Providing and fixing 25mm diameter water meter with non-return valve including strainer, sockets/ union nut and including water meter box making locking arrangement and lock. [Without chamber]. (DSR I.No. 41.28) i) Type II -16 Qtrs -Ground Floor
4
24385
6096.3
... More
iii) Type III - 04 Qtrs - Ground Floor
1
6096
6096.3
... More
Providing 25 mm to 30 mm thick partition of polished black kadappa stone slab of approved quality including giving required size and shape etc. Fixing in cement mortar 1:3 curing and cement etc. complete. b) Both side polish (DSR I.No. 33.33) i) Type II -16 Qtrs -Ground Floor
118.8
124660
1049.33
... More
ii) For Type II -16 Qtrs - First Floor
39.6
41948
1059.3
... More
iii) Type III - 04 Qtrs - Ground Floor
3
3147
1049.33
... More
Providing and fixing P.V.C. Rain water pipes of 160mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592-1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete. (DSR I.No. 42.85) i) Type II -16 Qtrs -Ground Floor
20
24906
1245.3
... More
iii) Type III - 04 Qtrs - Ground Floor
5
6226
1245.3
... More
Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. (DSR I.No. 23.01) i) Type II -16 Qtrs -Ground Floor
0.41
32146
78406.9
... More
iii) Type III - 04 Qtrs - Ground Floor
0.14
10663
78406.9
... More
vii) Parking Shed
1.46
113395
77668.46
... More
Providing groove to required size at specified location as directed by Engineer, at junction of brick masonry wall and R.C.C beams or Column, at junction of composite masonry, including scaffolding, finishing, curing etc. complete. (DSR I.No. 32.37) i) Type II -16 Qtrs -Ground Floor
504
15876
31.5
... More
ii) For Type II -16 Qtrs - First Floor
168
5342
31.8
... More
iii) Type III - 04 Qtrs - Ground Floor
23.76
748
31.5
... More
iv) Type III - 04 Qtrs- First Floor
23.76
755
31.8
... More
Providing and constructing granite kitchen platform with fixing of stainless steel sink 600 mm x 450 mm size as per detailed drawing including vertical both side polished kadappah stone 25 to 30 mm thick supports with kadappah top 35 to 40 mm thick and polished granite 16 to 20 mm top with side strips of granite at front and both sides of platform raised with two vertical granite supports 15 cm height and top granite of 75 x 40 cm including cutting, opening for sink of required size in kadappah as well as granite etc. complete. (Platform top size 5.00 m x 0.60 m and height is 0.75 m) (DSR I.No. 41.78) i) Type II -16 Qtrs -Ground Floor
18
166168
9231.6
... More
ii) For Type II -16 Qtrs - First Floor
6
55917
9319.52
... More
iii) Type III - 04 Qtrs - Ground Floor
4.5
41542
9231.6
... More
iv) Type III - 04 Qtrs- First Floor
4.5
41937
9319.52
... More
Providing and laying in trenches 20 mm dai. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. (DSR I.No. 42.62) i) Type II -16 Qtrs -Ground Floor
40
10248
256.2
... More
iii) Type III - 04 Qtrs - Ground Floor
10
2562
256.2
... More
Providing and fixing Shutter to wall Cupboard consisting of Teak Wood styles and Rails 25 mm thick and 75 mm wide with panel insert of 12 mm thick particle Board with one approved coloured Laminated Face on one side 1.5 mm thick, bonded with Phenol Formaldehyde Synthetic Resin including Lipping Beading. Iron oxidised fixtures and fastening and oil primer coat etc. complete. (Excluding cupboard frame). (DSR I.No. 37.22) i) Type II -16 Qtrs -Ground Floor
8
26653
3331.65
... More
iii) Type III - 04 Qtrs - Ground Floor
2
6663
3331.65
... More
Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. (DSR I.No. 42.55) i) Type II -16 Qtrs -Ground Floor
60
13419
223.65
... More
iii) Type III - 04 Qtrs - Ground Floor
15
3354
223.65
... More
Providing and fixing on walls/ceiling/floor 20 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. (DSR I.No. 42.56) i) Type II -16 Qtrs -Ground Floor
20
5103
255.15
... More
iii) Type III - 04 Qtrs - Ground Floor
10
2551
255.15
... More
Providing and fixing on walls/ ceiling/ floor 25 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. (DSR I.No. 42.57) i) Type II -16 Qtrs -Ground Floor
20
6048
302.4
... More
iii) Type III - 04 Qtrs - Ground Floor
10
3024
302.4
... More
Providing and fixing on walls/ ceiling/ floor 32 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. (DSR I.No. 42.58) i) Type II -16 Qtrs -Ground Floor
20
7245
362.25
... More
iii) Type III - 04 Qtrs - Ground Floor
10
3622
362.25
... More
Providing and fixing on walls /ceiling/ floor 40 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. (DSR I.No. 42.59) i) Type II -16 Qtrs -Ground Floor
20
8862
443.1
... More
iii) Type III - 04 Qtrs - Ground Floor
10
4431
443.1
... More
Providing and fixing on walls/ ceiling/ floor 50 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. (DSR I.No. 42.6) i) Type II -16 Qtrs -Ground Floor
20
12747
637.35
... More
iii) Type III - 04 Qtrs - Ground Floor
10
6373
637.35
... 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 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. (DSR I.No. 2.26) i) Type II -16 Qtrs -Ground Floor
369.3
77815
210.71
... More
iii) Type III - 04 Qtrs - Ground Floor
94.44
19899
210.71
... More
Providing and fixing 15mm diameter concussion push button type brass/gun metal self-closing tap including necessary socket complete. (DSR I.No. 41.52) i) Type II -16 Qtrs -Ground Floor
16
4636
289.8
... More
iii) Type III - 04 Qtrs - Ground Floor
1
289
289.8
... More
Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) (DSR I.No. 11.02) v) Compound Wall
3.56
19611
5508.8
... More
Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete (DSR I.No. 27.13) v) Compound Wall
19.95
125317
6281.57
... More
Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat, scaffolding if necessary, and watering the surface for two days etc complete. NOTE: For Item No. 15 to 18 prior approval of Superintending Engineer will be necessary (DSR I.No. 35.26) v) Compound Wall
226.1
50567
223.65
... More
Providing and fixing 50 mm. dia. medium class G.I.pipe gate with wicket gate of approved drawing with all fixtures and fittings in two leaves with strong hold fast embedded in c.c. block at top and bottom with locking arrangement including cutting, bending, making holes and with one coat of primer etc. complete. (DSR I.No. 23.05) v) Compound Wall
10.8
66191
6128.85
... More
Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S.Angles ( 50mm x 50mm x 6mm) at 2.5 Metres, Center to center including excavating pits for foundqtion, fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fastening the wire and painting the M.S.Angles with one coat of red lead primer and two coats of painting etc.complete. (DSR I.No. 44.09) v) Compound Wall
70
52626
751.8
... 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. (DSR I.No. 2.11) vi) Cement Concrete Pathway
72
5518
76.65
... More
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material (DSR I.No. 3.01) vi) Cement Concrete Pathway
36
73149
2031.92
... More
Supplying hard murum/ kankar at the road site, including conveying and stacking complete. (DSR I.No. 2.29a) vi) Cement Concrete Pathway
48
30298
631.21
... More
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete (DSR I.No. 2.3) vi) Cement Concrete Pathway
48
3175
66.15
... More
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. (DSR I.No. 2.31) vi) Cement Concrete Pathway
240
4032
16.8
... More
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. (DSR I.No. 5.13) vi) Cement Concrete Pathway
32
114491
3577.85
... More
Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. (DSR I.No. 5.01) vi) Cement Concrete Pathway
32
214043
6688.86
... More
Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) (DSR I.No. 5.18) vi) Cement Concrete Pathway
57.33
8969
156.45
... More
Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. (DSR I.No. 5.19) vi) Cement Concrete Pathway
160
3360
21
... More
Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. (DSR I.No. 14.01) vi) Cement Concrete Pathway
0.16
10534
65842.31
... 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. (DSR I.No. 2.25) vi) Cement Concrete Pathway
57.6
12136
210.71
... More
Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 60 mm thickness of having a strength of 300 kg/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 (DSR I.No. 33.51) vi) Cement Concrete Pathway
80
73369
917.12
... More
vii) Parking Shed
36
33016
917.12
... More
Providing and fixing plain zinc sheeting of 0.80 mm thick (22 B.W.G.) over the ridge hip or valley to galvanized iron sheet roofing including all fastening and bolt galvanised iron screws and bolts, lead and bitumen washers etc. complete.(Weight of 6.8 kg/sq.m.). (DSR I.No. 38.05) vii) Parking Shed
72
76809
1066.8
... More
RWH -Recharge Pit 94952.00 No Providing and constructing recharge pit of 2.0m deep and 1.0m dia of pre-cast RCC rings with 6.5" dia x 25m deep borewell at the floor of recharge pit including installation of combination of solid/perforated PVC casing pipe wrapped around with netlon mesh including 300mm thick sidefilling around outside of RCC rings (annular space) with 40mm
size boulders including filling of recharge pit up to 0.5m depth with 25-75mm clean washed gravels from bottom up followed by 0.5m depth Of 10-25mm of clean washed stones followed by 0.5m of washed river fine aggregate (natural sand/ crushed sand VSI grade finely washed etc.) including netlon mesh between each gravel/fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) media layer including covering with RCC slab, manhole frame & cover, PVC rungs, PVC end-caps, fittings etc. including arrangement· for inlet & outlet pipe excavation & backfilling as shown in the drawing. The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in charge. viii) Borewell
2
191730
95865
... More
Drilling of 200/2015 dia borewell in strata of soil soft murum hard murum and formation and drilling of 150 mm dia borewell in hard formation with transportation viii) Borewell
120
43848
365.4
... More
Supply and transport and lowering of 180 mm dia P V C casting ofr 150 mm dia borewell pipe 6Kg/cm sq having outer dia (I.S. 4985-1988) including grouting etc viii) Borewell
50
35332
706.65
... More
Taking of yield test after complition of borewell by (air lift method) capacity test measured by 90 angle "V" notch etc complete viii) Borewell
2
2826
1413.3
... More
Providing and Fixing U.P.V.C. cap for 180mm dia viii) Borewell
2
420
210
... More
Add For Royalty Charges i) Type II -16 Qtrs
3202.74
452675
141.34
... More
Sand i) Type II -16 Qtrs
184.56
29214
158.29
... More
Other Material
143.39
20671
144.16
... More
Compound Wall
43.79
6931
158.29
... More
vi) Cement Concrete Pathway
151.96
24053
158.29
... More
vii) Parking Shed
10.72
1696
158.29
... More
1) Basic Test of Cement
16
56800
3550
... More
2) Fine aggregate - Carrrying out basic test on sand for fineness modulus silt and clay content
4
5200
1300
... More
Carrrying out basic test on sand for sitl factor
4
3200
800
... More
3) Basic test of aggretage- Carrrying out basic test on aggregate for water absorptioon specific gravity impact value
4
9800
2450
... More
Carrrying out basic test on aggregate for sieve analysis
4
2600
650
... More
4) concrete - Carrying out basic test on concrete cubes for compressive strength
47
30550
650
... More
Carrying out basic test on concrete cubes for mix desing
4
51800
12950
... More
5) brick
5
10250
2050
... More
6) ceramic tiles/vitrified tiles
3
4500
1500
... More
7) steel anticorrosive test- Carrying out basic test on T.M.T. steel (anti corrosive test) for resistance to applied voltage
6
6300
1050
... More
Carrying out basic test on T.M.T. steel (anti corrosive test) for thickness of coating
6
3900
650
... More
Carrying out basic test on T.M.T. steel (anti corrosive test) for chemical resistance
6
13500
2250
... More
Carrying out basic test on T.M.T. steel (anti corrosive test) for handness of coating
6
1800
300
... More
Carrying out basic test on T.M.T. steel (anti corrosive test) for sa;t spray test
6
8400
1400
... More
8) Steel Bar testing Carrying out basic test on T.M.T. steel (bar testing above 16 mm) for tensile strength
10
15000
1500
... More
Carrying out basic test on T.M.T. steel (bar testing above 16 mm) for tensile strength
13
15600
1200
... More
9) Concrete Paving Blocl
2
4700
2350
... More
10) Basic test of Mortar- Carrying out basic test on mortar for comp. strength
2
1300
650
... More
Carrying out basic on stone/rubble for crushing
2
3800
1900
... More
11) Soil/Murum -Carrying out basic test on soil murum for sieve analysis
2
1300
650
... More
Carrying out basic test on soil murum for sieve analysis plastic limit
2
2200
1100
... More
12) Wood
2
2000
1000
... More
13) Flush Door
2
5100
2550
... More
14) Aluminum Section
2
1300
650
... More
15) G.I. Pipes
4
1000
250
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