Kanpur Development Authority Tender
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Kanpur Development Authority - KDA Tender
Building Construction
Eprocure
Opening Date
2 Feb 2019Closing Date
26 Feb 2019Tender Amount
₹ 1,02,09,62,617Costs
EMD
₹ 2,04,19,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UPKDA_302144_1Tender No
35/AA3/KDA/18-19Tender Authority
Kanpur Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Providing and laying in cement concrete in 1:4:8 ( 1 cement and curing complete, including cost of formwork in foundation and floors : 4 approved coarse sand : stone ballast 8 (40 mm nominal size). (PWD Sl No.- 281)
80
17280000
4800
Mild steel (Tor steel or plain) or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level. (PWD Sl No.- 504)
-
-
-
(i) Ground Floor and First Floor
340
84150000
5500
(ii) Second Floor
111
27747225
5555
(iii) Third Floor
119
30041550
5610
Providing and laying in position ready mixed M-25 Grade concrete for reinforcedcement concrete work,using cement content as per approved design mix manufactured in fully automatic batching plant and transported to site of work IN Transit mixer for all leads having continous agitated mixer manufactured as per mix design of specified grade for reinforced cement concrete work including mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS 9103 to accelerate/retared setting of concrete improve workability without impairing strength and durability as per direction of the Engineer-in-charge (Note-Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately) Analysis rate
-
-
-
(a) For raft foundation or column footing.
55
16335000
6600
Class-150 brick work in 1:6 (1 cement : 6 course sand) in Foundation & Plinth including supply of all material, labour, T & P etc. required for proper completion of work. (PWD 305a-305 +303)
99
18265500
4100
E/W in Cutting or in embankment in ordinary soil excavation to be done in form of regular pits not exceeding 1/2 M in depth and work embankment to be in 20cm layers including ramming and dressing the surface to required level and slopes and also including 1.5 M lift and 30 M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with 30m distance as directed by the Engineer-in-charge with 8Km cartage including. (A. R.-II)
470
6683400
316
Sand filling in plinth including supply of necessary quantity of sand to the site of work and including watering ramming consolidating and dressing complete etc. labour and T & P etc required for the proper completion of the work. Lead 50 m and lift up to 1.50 m. (PWD-255+ Material-9,b)
38
1162800
680
RCC work with cement approved coarse sand and 2cm (3/4") gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete.
-
-
-
(A) For column work (PWD Sl No.- 289)
-
-
-
(i) Ground Floor and First Floor
26
9009000
7700
(ii) Second Floor
11
3849615
7777
(iii) Third Floor
14
4948020
7854
(B) For Lighter beam (A. R.-I)
-
-
-
(i) Ground Floor and First Floor
94
29994930
7091
(ii) Second Floor
26
8379434
7161.91
(iii) Third Floor
27
8787876
7232.82
(C) For Roof slab (A. R.-I)
-
-
-
(i) Ground Floor and First Floor
100
31909500
7091
(ii) Second Floor
50
16114297
7161.91
(iii) Third Floor
53
17250275
7232.82
(D) For Lintels (R.C.C. mix 1:1½:3) (A. R.-I)
-
-
-
(i) Ground Floor and First Floor
13
4118985
7041
(ii) Second Floor
7
2240094
7111.41
(iii) Third Floor
7
2262273
7181.82
P/L autoclaved aerated cement block masonry with 200 mm thick AAC blocks in super structure above plinth level up to v level in cement mortar 1:4 (1 cement : 4 coarse sand) in masonry work. (ANALYSIS RATE)
-
-
-
(i) Ground Floor and First Floor
142
32972400
5160
(ii) Second Floor
71
16651062
5211.6
(iii) Third Floor
80
18947520
5263.2
P/L autoclaved aerated cement block masonry with 115 mm thick AAC blocks in super structure above plinth level up to v level in cement mortar 1:4 (1 cement : 4 coarse sand) in masonry work. (ANALYSE RATE) WITH EVERY THIRD COARSE 2 NO BARS DIA 6MM
-
-
-
(i) Ground Floor and First Floor
85
21974625
5745
(ii) Second Floor
43
11227740
5802.45
(iii) Third Floor
43
11338906
5859.9
Mild steel or iron work of small size and sections holding down bolts, hold fast, tie rods, grating etc, (when not included in an overall rates) wrought to required shape as necessary for bending etc including supply of steel and its wastage including cost of bolts, nuts if required for welding, grinding and making holes as required for proper completion of the work. (PWD Sl No. 502 (I))
-
-
-
(i) Ground Floor and First Floor
15.38
4014180
5800
(ii) Second Floor
7.69
2027160
5858
(iii) Third Floor
7.86
2092489
5916
Mild steel or iron work for fabrication of MS grill and stair case railing wrought to required for including of supply of steel bolts nuts and wastage etc and their fixing required for proper completion of the work (PWD Sl No. 502 (II))
-
-
-
(i) Ground Floor and First Floor
42.03
11064397
5850
(ii) Second Floor
21.02
5588850
5908.5
(iii) Third Floor
21.02
5644185
5967
P/F Factory made UPVC WHITE COLOR Sliding glazed window including all complete as per Analysis Rate Attached for PMAY.
-
-
-
(i) TWO TARCK TWO PANEL DSR 9.147(D).1 FOR WINDOW.
195
40707225
4639
(ii) SINGLE TRACK FIXED PANEL SR 9.147(B).1 FOR VENTILATOR.
15
3074625
4555
P/F 6mm dia threaded expention hold fasteners on CC/RCC/Brick Masonry surface backing including drilling necessary holes and the cost of bolt etc complete (DSR No. 8.8.1.1 2016)
1824
1723680
21
Providing & fixing PVC chicken wire mesh including supply of all materials, labour T & P etc required for proper completion of the work. (A. R.)
124
253890
45.5
12 mm cement plaster 1:6 (Cement & Coarse sand) in single coat on fair side of single or half brick wall for interior plastering including internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. No extra for mixing any additive. (PWD Sl. No.- 17.58+diff.) ROUGH/FAIR
-
-
-
(i) Ground Floor and First Floor
1950
11451375
130.5
(ii) Second Floor
975
5782725
131.8
(iii) Third Floor
1022
6121728
133.11
12 mm cement plaster 1:6 (Cement & Coarse sand) in single coat on fair side of single or half brick wall for interior plastering including internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. No extra for mixing any additive. (PWD Sl. No.- 17.58+diff.) ROUGH/FAIR
-
-
-
(i) Ground Floor and First Floor
1950
11451375
130.5
(ii) Second Floor
975
5782725
131.8
(iii) Third Floor
1022
6121728
133.11
Cinder filling under floor and any other sunken portion of building including watering ramming and compaction etc all complete as per direction of E/I. (A.R.)
-
-
-
(i) Ground Floor and First Floor
15
1665225
2467
(ii) Second Floor
15
1681877
2491.67
(iii) Third Floor
15
1698529
2516.34
Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colors, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, DSR 11.36/16 (200X300mm) KITCHEN TOP
20
900000
1000
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make, in all colors, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. (DSR 11.38/16) FOR KITCHEN TOP 300X300
-
-
-
(i) Ground Floor and First Floor
282
11547900
910
(ii) Second Floor
282
11547900
910
(iii) Third Floor
282
11547900
910
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make, in all colors, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. (DSR 11.38/16) 200X300
-
-
-
(i) Ground Floor and First Floor
561
30294000
1200
(ii) Second Floor
281
15174000
1200
(iii) Third Floor
281
15174000
1200
Providing and fixing of glass strips in joints of floor and skirting at the time of laying floors flush with floor level including all complete etc. 22mm wide 2.8 to 3.7mm thick. (Ch-1/S. No. 7a)
360
102870
6.35
40mm thick Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of size 20 mm nominal size) laid in one layer, finished with floating coat of neat cement including fixing of glass strips (excluding cost of glass strips). SOR 665
-
-
-
(i) Ground Floor and First Floor
62
906750
325
(ii) Second Floor
62
915817
328.25
(iii) Third Floor
62
924885
331.5
25 mm thick cement concrete flooring 1:2:4 by laid of over base concrete finished with floating coat of neat cement including fixing of glass strips (excluding cost of glass strips). Item No. SOR 14.69
-
-
-
(i) Ground Floor and First Floor
88
950400
240
(ii) Second Floor
29
316332
242.4
(iii) Third Floor
29
319464
244.8
Supply and fixing of hexagonal fan box with hexagonal side of approximate 80mm in length fabrication from 16 SWG M.S sheet in corporate 10mm sheet in corporate 10mm and M.S round bar dully bent for supporting fan hanger etc all complete. Sl No. 1149/electrical SOR 2016
-
-
-
(i) Ground Floor and First Floor
72
486000
150
(ii) Second Floor
36
243000
150
(iii) Third Floor
36
243000
150
Providing and fixing 40mm diameter and 30 cm long B Class G.I. pipe water spout pipe in cement mortar 1:4 cement and coarse sand mortar etc all complete. (Ch-21/5+23(1)e) 214.0+59.0= 273X.30=81.90
-
-
-
(i) Ground Floor and First Floor
97
367969
84.3
(ii) Second Floor
49
187733
85.14
(iii) Third Floor
49
189585
85.98
Providing and applying white cement based putty of average thickness of 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR 13.80/16
-
-
-
(i) Ground Floor and First Floor
1830
8893800
108
(ii) Second Floor
915
4491369
109.08
(iii) Third Floor
1253
6211371
110.16
Finishing walls with premium Acrylic Smooth exterior paint with cilicone additive of required shade: 13.46.1 New York (Two or more coat applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20kg/10 sqm) DSR/16/13.46.1
-
-
-
(i) Ground Floor and First Floor
1257
6165585
109
(ii) Second Floor
629
3116097
110.09
(iii) Third Floor
966
4832994
111.18
One priming coat and two coat oil distemper on new work including all complete.
-
-
-
(i) Ground Floor and First Floor
2634
8652690
73
(ii) Second Floor
1317
4369608
73.73
(iii) Third Floor
1364
4570354
74.46
Painting two coat over priming coat (but including cost of priming coat) on Wooden surfaces required for proper completion of the work for new work.
-
-
-
(i) Ground Floor and First Floor
439
1698930
86
(ii) Second Floor
220
859914
86.86
(iii) Third Floor
224
884217
87.72
Painting or Varnishing on iron works in small areas or new wood work with one coat of ready mix priming paint and two coat of approved superior quality ready mixed paint of clear synthetic varnish (Berger, Dulux, Narolac, Shalimar) including supply of all material Labour & T&P etc. required for proper complete of work paint to be used should confirm to the ISI No. 103 1950. (PWD Sl. No.- 641+642)
-
-
-
(i) Ground Floor and First Floor
109
421830
86
(ii) Second Floor
55
214978
86.86
(iii) Third Floor
55
217107
87.72
water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing Providing and laying "brick coba" 120 mm thick laid with M-150 class brick bat coba 7.50cm thick with gap of 15mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrelic cement concrete compound in 1:4 cement and coarse sand mortar finised smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono tythic plaster wall up to 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonany Coba with top finised plaster mixed with acetic water proofing compound @ 2% by weight & including s/o all material, labour, T& P etc complete for proper completion of work. . [Ch.-6, DSR 22.7.1]
427
18062100
940
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase D.S.R. No. 12.21.1 2016
193
1172475
135
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) over P.V.C. sheet 1m x 1m x 400micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. D.S.R. No. 12.22. 2016
12
95580
177
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed of with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. DSR 22.5/16
522
6459750
275
Supply and fixing of 32 mm thick commercial quality plywood flush door shutter conforming to IS 2202 part-1 (1983) including fixing of wooden cleats & stoppers and including fixing and adjustment of hinges bolts nuts handles springs and other fitting with necessary screws etc all complete. (PWD Sl. No. 470 A)
-
-
-
(i) Ground Floor and First Floor
220
14652000
1480
(ii) Second Floor
110
7399260
1494.8
(iii) Third Floor
113
7676316
1509.6
Supply and fixing of oxidized iron fitting with screws for door windows etc all complete. (A.R.)
-
-
-
(i) Ground Floor and First Floor
220
2950200
298
(ii) Second Floor
110
1489851
300.98
(iii) Third Floor
113
1545636
303.96
Supply and fixing of 3.8 to 4.7 mm thick glass panes of ISI approved quality with equal or equivalent ISI marks, brads and putty and springs for window and ventilator m.s section of wherever is required on other places including cartage of all items (PWD Sl. No. 812 b)
-
-
-
(i) Ground Floor and First Floor
103
1946700
420
(ii) Second Floor
52
992628
424.2
(iii) Third Floor
52
1002456
428.4
Fixing of doors, Chaukhats in position including all complete (M.R.)
240
777600
72
Fixing of Window Chaukhats in position including all complete. (M.R.)
144
356400
55
Fixing of Ventilator Chaukhats in position including all complete. (M.R.)
48
71280
33
Making drip course in sunshed or FACIA as per direction of E/I including supply of all materials labour etc required for proper completion of the work. (PWD Sl. No. 598)
330
445500
30
Numbering of flats with letter/No. writing including painting one coat of ready mixed priming paint and two coat of approved superior quality ready mixed paint including supply of all materials tools & plants etc required for proper completion of the work. (A.R.)
48
108000
50
Centering and shuttering including strutting propping etc and removal of from for all heights.
-
-
-
5.9.1 foundations,footing,bases of columns etc for mass concrete.
150
1246725
184.7
5.9.6 columns,pillars,pier,abutments,posts and struts.
85
1704305
445.57
(Part-B) Water Supply (Internal Work) & Sanitary Work
-
-
-
Supply and fixing of following dia. ISI marked GI pipe (Parkash, Surya, Jindal) partly concealed in wall complete with GI specials such as bends T-sockets, Cross, clamps, etc. earth work including filling the trenches etc. & including cutting grooving the wall all complete.
-
-
-
40 mm dia.
444
6993000
350
25 mm dia.
144
1684800
260
15 mm dia.
110
841500
170
Providing & fixing CPVC pipes having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge concealed work inc. cutting chases and making good the walls etc. with 20 mm nominal outer dia. pipes as per DSR 2016 item No. 18.8.2 as per approved make (Astral, Ashirwad, Kissan, as per ISI).
864
8359200
215
Providing & fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. White Vitreous china Orissa pattern W.C. pan (Somany, Kajaria, Cera, Parryware, Hindware) of size 580x440 mm with integral type foot rests D.S.R. No. 17.1.1 2016 3392.80-74.00= 3318.80 (580x440)
48
7452000
3450
Providing and fixing following dia. PVC pipe heavy quality 4 kg/sqcm working pressure including supply of all specials clamps with wall cutting etc. and other material labor T&P etc. required for proper completion of the work.
-
-
-
A. 110 mm dia. SOR No. 19/31
360
4941000
305
B. 90 mm dia. SOR No. 19/32
384
4147200
240
P/F of PVC following fitting including all complete. (A.R.)
-
-
-
(i) DoorTee 110x110x110
48
486000
225
(ii) DoorTee 90x90x90
60
553500
205
(iii) Door short bend 110 mm
24
185760
172
(iv) Plane short bend 110 mm
12
75600
140
(v) Plane short bend 90 mm
12
70200
130
P/F 100 mm dia. PVC Nahani trap heavy quality ISI marked including supply of all materials, labor T&P etc. required for proper completion of the work. (A.R.)
144
894240
138
S/F of 10 cm dia. of PVC down pipe complete with rose heads bends M.S. clamps 2.5 cm X 2.5 cm X 3 mm fixed to walls by 15 cm long 6 mm dia. nail including repairing of plaster, pointing etc. including supply of all materials, labor, T&P etc. required for proper completion of the work. (PWD SI No. 730-3)
-
-
-
(i) Ground Floor and First Floor
156
2141100
305
(ii) Second Floor
-
-
-
(iii) Third Floor
-
-
-
P & F 90 mm PVC pipe heavy quality 4 kg/sqcm of down pipe complete with rose heads, bends, MS clamps 2.5cmx2.5cmx3mm fixed to walls by 15 cm long 6 mm dia. nail including supply of all materials, labor, T&P etc. required for proper completion of work. SOR No. 730/4 2016
-
-
-
(i) Ground Floor and First Floor
248
2678400
240
(ii) Second Floor
124
1352592
242.4
(iii) Third Floor
174
1916784
244.8
S/F of 90 mm dia. PVC Y Junction heavy quality ISI marked including supply of all materials, labor T&P etc. required for proper completion of the work. (A.R.)
36
364500
225
Providing and fixing 110 mm PVC Terminal guard heavy quality ISI marked including supply of all materials, labor T&P etc. required for proper completion of the work. (A.R.)
48
75600
35
Providing and fixing 90 mm PVC Terminal guard heavy quality ISI marked including supply of all materials, labor, T&P etc. required for proper completion of the work. (A.R.)
48
51840
24
Providing and fixing wash basin (Neel Kamal, Nirali, Eagle, Jayna as per ISI) with C.I. brackets, 15 mm C.P. brasspillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Angle back wash basin size 400 x 400 mm with single 15 mm C.P. brass pillar tap DSR No. 17.7.6 2016
48
4417200
2045
Providing and fixing C.P. brass long body bib cock (Kingston, Glacier, Corbat, Allent, Hindware) of approved quality conforming to IS standards and weighing not less than 690 gms 15 mm nominal bore DSR No. 18.51.1
144
4665600
720
Providing and fixing C.P. brass angle valve (Kingston, Glacier, Corbat, Allent, Hindware) for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore DSR No. 18.53.1
144
3907440
603
Supply and fixing C.P. grating for Nahani trap of approved make including supply of all materials, labor T&P etc. required for proper completion of the work.
144
136080
21
Supply and hosting of 500 litre capacity (Syntex or equivalent as per ISI) ISI marked low density polyethylene seamless one piece water Storage Tank and placing the same in proper position including all taxes labor T&P etc. required for proper completion of the work (16 no. @ 500 litre = 8000 litre) (PWD SI no- ch- 19/2)
24000
7020000
6.5
Construction of brick masonry inspection chambers 0.45 m x 0.45 m x 0.60 m as per standard design as per KDA with base concrete 1:6:12, 23 cm thick brick wall in 1:6 cement and coarse sand, plastering 1:4 cement and coarse sand with neat finish including RCC cover 8 cm thick including supply of all materials, labor T&P etc. required for proper completion of the work. (A.R.)
24
3477600
3220
Construction of brick masonry inspection chamber of size 60 cm x 60 cm x 150 cm as per standard design of KDA with base concrete 1:6:12, 23 cm thick brick wall in 1:6 cement & coarse sand, plastering 1:4 cement & coarse sand with neat finish including ferro cement cover fixed with RCC 1:2:4 including supply of all materials, labor T&P etc. required for proper completion of the work. (A.R.)
12
3801600
7040
Addition / subtraction of Masonry shaft 0.60 x 0.60 mtr. size as per standard design and specification of KDA having one brick work in 1:4 cement & coarse sand 12 mm thick plaster in 1:4 cement & coarse sand mortar with neat finished & including 18 mm square MS bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre all complete as per of Engineer in charge of work. (A.R.)
3
-573750
4250
Supply and laying of 150 mm dia. S.W. pipe over 10 cm base of cement concrete 1:6:!2 including excavation of earth and refilling including all material labor T&P all complete (A.R.)
72
1879200
580
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm nominal bore DSR 18.17.1
48
2289600
1060
(Part-C) Internal Electrification
-
-
-
Wiring point for light with 1.50 Sqmtr F.R. PVC insulated multi strand copper conductor cable in PVC conduit pipe partly concealed in the wall complete with 8 SWG GI earth continuity wire, piano type switch & ceiling rose/angle/batten holder on 3 mm thick phenolic laminated backelite sheet etc. complete in all respect, as directed including matching color wash (E/M SI NO.- 131 (c)) 2016
444
12847140
643
Wiring point for fan/fresh air fan/ light duly exhaust fan with 1.50 Sqmm FR PVC insulated multi strand single core copper conductor cable in PVC conduct pipe partly concealed in the wall complete with 8 SWG GI earth continuity wire, piano type switch & ceiling rose on 3 mm thick phenolic laminated backelite sheet etc. complete in all respect, as directed including matching color wash (E/M SI NO-133 (c))
144
4587840
708
Wiring point for call bell with 1.5 Sq mm FR PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit in PVC conduit concealed in wall with 14 SWG copper with earth connectivity wire and piano type bell push for 2 socket etc. complete all respect including matching color wash. SOR 135 (C)
48
1263600
585
Wiring point for Plug with 1.50 Sq mm FR PVC insulated multi strand copper conductor cable in PVC conduct pipe concealed in the wall complete with 8 SWG GI earth continuity wire, piano type switch & socket on 3 mm thick phenolic laminated backelite sheet etc. complete in all respect, as directed including matching color wash. (E/M SI NO-134(c))
240
3618000
335
Supply and fixing power plug with 15A/250 volt flush type switch and 5 Pin 15A/250 volt flush type universal socket in suitable MS Box of 175mm x 100mm x 50mm size with phenolic laminated backlight sheet cover 3 mm thick fixed with brass machine screw and cup washer. SOR 1139
144
2203200
340
S/Wiring of submain with two number 2.5 sqmm FR but in 20 mm dia. heavy duty same as SI 261 (B) PVC insulated multistrand copper conductor cable partly concealed in wall and partly laid in slab along with the reinforcement before concreting complete with 8 SWG GI earth continuity wire including matching color wash etc complete in all respect. (E/M SI NO-261 C)
2160
11761200
121
S/Wiring of submain with two number 4 sqmm FR PVC insulated 1100 volts grade multistrand single core copper conductor cable in 20 mm dia. heavy duty PVC conduit partly concealed in wall and partly laid in slab along with the reinforcement before concreting complete with 8 SWG GI earth continuity wire including matching color wash etc complete in all respect. (E/M SI NO-262 C)
1200
8046000
149
S&F of 6 Amp to 32 Amp M.C.B. (10K) SOR No 1002
192
1779840
206
S/F surface/flush mounting 8 ways SPN distribution board without MCB complete in all respect, as directed at site Engineer in charge SOR No 1024
48
2354400
1090
S&F of 40 Amp S.P. Isolator SOR No 1004 (A)
48
540000
250
Supply and fixing of switch box made up 16 SWG (1.5mm) thick M.S. sheet of 175x100x65 mm size duly painted with red oxide primer & flushed in wall including cutting of brick work fixing it to the level with cement sand mortar including matching color wash with S/o all material labor & T&P required for proper completion of work as directed at site by the Engineer in charge. (SOR No 161)
48
336960
156
Supply and fixing of switch box made up 16 SWG (1.5mm) thick M.S. sheet of 100x100x65 mm size duly painted with red oxide primer & flushed in wall including cutting of brick work fixing it to the level with cement sand mortar including matching color wash with S/o all material labor & T&P required for proper completion of work as directed at site by the Engineer in charge. (SOR No 159)
144
635040
98
3mm thick phenolic laminated sheet D.S.R.E&M No 1322 2016
36816
132537
0.08
Supply and burying of 40 mm x 4.5 meters long G.I. pipe vertically for earthing having 12 mm dia. holes spaced 75 mm apart drilled up to 2 meter from the bottom complete with ear thing lead of no-6 to 8 SWG GI wire in G.I. pipe up to apron (and from apron to switch board 30 cm square CI box with hinged cover masonry enclosure funnel at top, alternate layers of charcoal/coke and salt at least 150 mm thick around etc as per E/I complete in all respect. (E/M Sl NO-701)
4
733680
4076
Supply and laying of 25 mm x 3 mm G.I. strip for earth electrode directly in the ground as required complete in all respects (E/M SI 716)
10
40500
90
Bus bar L.T. Panel board etc. with install and fittings (48 flats x 2 KW each) SOR 2016
1
6497775
144395
Cable with protection shield (under line) 95 Sqmm x 3.5 crore
50
499500
222
ROAD WORK
-
-
-
E/W in cutting or in embankment in ordinary soil excavation to be done in form of regular pits not exceeding 1/2m in depth and work embankment to be in 20cm layers including ramming and dressing the surface to required level and slopes and also including 1.5 m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as soil banks with 30m distance by the (SI No. 253A)
18188
1727860
95
(a) Cartage of Earth upto 5km including Loading & Unloading and royalty (95+173+4+30) SI 253A+231A COST OF EARTH+ROYALTY
18188
3219276
177
Sand filling in road portion including supply of all material & Labour T&P complete in all respect. (Ch-1 sn-9(b))
2446
1479830
605
Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401.
2039
5749980
2820
Providing and laying in cement concrete 4:2:1 of not less than strength of M 150 stone ballast (20mm normal size) 2 approved coarse sand : 1 cement and curing complete, including cost of form work infoundation and floors. SI no 279 diff of (40mm - 20 mm)
979
5971900
6100
S/Laying 3.50kg/sqm hardner on cement concreting surface with vaccum dewatering process and finally finished by floting.Broomingwith wire brushetc. complete in all respect as per direction by in E/I.
8154
937710
115
M.S. iron work In Heavy size such as R.B.or RCC work with including supply of all materials labour T&P complete (SI-504) (8mm dia)
385
2156000
5600
Brick on edging on both side of the road with M-150 bricks 23cm deep and 12cm wide laid in mud mortar including supply of all material labour T&P etc. complete in all respect as per direction of EI (Analysis rate)
3535
431270
122
PARKING
-
-
-
E/W in cutting or in embankment in ordinary soil excavation to be done in form of regular pits not exceeding 1/2m in depth and work embankment to be in 20cm layers including ramming and dressing the surface to required level and slopes and also including 1.5 m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as soil banks with 30m distance by the (SI No. 253A)
6432
611040
95
(a) Cartage of Earth upto 8km including Loading & Unloading and royalty (95+173+4+30) SI 253A+231A COST OF EARTH+ROYALTY
6432
1138464
177
Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401.
1287
3629340
2820
Providing and laying of 60mm thick C.C. pre rubber moulded inter locking paver tiles including 40mm thick fine sand bed with over granular sub base (GSB) and compacted base of WMM but including c.c. work in side of interlocking tiles for proper slope and camber including cost of all material , labour , T&P etc. required for proper completion of work. (analysis rate)
5145
3344250
650
DRAIN WORK
-
-
-
Earthwork : Excavation in foundation etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5m lead upto 50m including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation as directed by Engineer-in-charge with lead of 50m. (PWD SI NO-251)
4409
484990
110
Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. ( PWD S.I No- 281)
908
4358400
4800
PRECAST DRAIN
207
1314450
6350
RCC work with cement approved coarse sand and 2cm (3/4”) gauge approved stone ballast in the proportion 1:1½:3 ( 1cement : 4½ aggregates) in slab including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete. (analysis rate)
-
-
-
RAFT
625
4131875
6611
WALL
584
4496800
7700
SLAB
23
163093
7091
Mild steel (Tor steel or plain) in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply in all complete. (PWD S.I No-504)
1451
7980500
5500
Providing and laying in cement concrete in 1:2:4 ( stone ballast 4 (20mm nominal size) : 2 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD S.I No- 279A)
64
390400
6100
PARK WORK
-
-
-
Earthwork : Excavation in foundation etc. in ordinary soil ( Loam, Clay, or Sand ) including lift upto 1.5m lead upto 50m including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation as directed by Engineer–in-charge with lead of 50m. (PWD SI No-251)
412
45320
110
Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40mm nominal size ) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD SI No- 281)
103
494400
4800
Class – 150 brick work 1:4 (1 cement : 4 coarse sand ) in Foundation and Plinth including supply of all materials, labor, T&P etc. require for proper completion of work. (PWD SI No. - 305)
655
2947500
4500
RCC work with cement approved coarse sand and 2cm (3/4”) gauge approved stone ballast in the proportion 1:1½:3 ( 1 cement : 4½ aggregates) in lighter beams having span upto 6m including bending of reinforcement and binding with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete. (Analysis rate)
47
333277
7091
Mild steel (Tor steel or plain ) in plain work such as reinforced concrete or reinforced brick work ( when not included in an overall rates) wrought to require shape as necessary including bending for proper completion of the work and including supply in all complete. (PWD S.I No- 504)
37
203500
5500
Same as item no. 3 above but brick work in 1:4 cement & coarse sand in super structure for wall thickness 12cm and below all complete. (PWD S.I No. 305+310A)
74
342250
4625
12mm thick plaster with cement and coarse sand of 2.25 F.M. mortar 1:4 in single coat on fair side of single or half brick wall surface including internal rounded angles, chamfers no exceeding 80mm in girth and finished even smooth. (PWD S.I No- 17.58)
1317
197550
150
15mm thick plaster with cement and coarse sand of 2.25 F.M. mortar 1:4 in single coat on fair side of single or half brick wall surface including internal rounded angles, chamfers no exceeding 80mm in girth and finished even and smooth. (PWD S.I No-17.59)
974
170450
175
Mild steel or Iron Work in small size Angle Iron
24732
1434456
58
Finishing walls with premium Acrylic Smooth exterior paint with silicone additive of required shade : 13.46.1 New work (Two or more coat applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20kg/10 sqm) DSR/16/13.46.1 with BIRLA PUTTY ONE (92.3+82.83)
2291
311576
136
Painting or Varnishing on iron works in small areas or new wood work with one coat of ready mix priming paint and two coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all material Labour & T&P etc. required for proper complete of work paint to be used should confirm to the ISI no 103 1950. (PWD S.I No-641+642)
1031
88666
86
E/W in Cutting or in embankment in ordinary soil excavation to be done in form of regular pits not exceeding 1/2m in depth and work embankment to be in 20cm layers including ramming and dressing the surface to required level and slopes and also including 1.5m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with 30m distance as directed by the 5km cartage with royalty (SI No.- 253A) including 5.0 km cartage, cast of earth and royalty
1718
467296
272
Providing and laying in cement concrete in 1:2:4 ( stone ballast 4 ( 20mm nominal size ) : 2 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD S.I No.- 279a)
13
79300
6100
SEWER LINE WORK
-
-
-
Excavation for depth upto 1.5m below ground level for laying sewers, manholes, gully pits chambers sumps etc. in ordinary soil (earth, sand , loam and clay) including dressing, leveling , refilling of trenches in 20cm . Layers watering , and ramming the same including removal of surplus earth of other dismantled material upto a distance of 50m from the centre of trenches . (analysis rate)
-
-
-
(a) 0.00-1.50 m Below GL
5589
894240
160
(b) 1.50-3.00 m Below GL
2482
496400
200
Providing and fix open timbering in to excavated trench consisting 4cm thick Sal wood planks for poling boards of 12.50cm x 7.50 Indian Sal wood walers and 100mm dia Sal ballies for struts at 1.50m c/c including removal after laying sewer . (Dismantled material will be the property of the contractor and both side of trench will be taken as one side for the purpose of payment & measurement .
-
-
-
(a) 0.00-3.00 m Below GL
5874
1644720
280
Casting of cradle cement concrete 4cm gauge approved stone ballast coarse sand &cement in proportion of 4:2:1 including supply of all material labour T&P etc. required for proper completion of work for saddle pillar.(S.I No.281)
-
-
-
(a) 0.00-1.50 m Below GL
121
705430
5830
(b) 1.50-3.00 m Below GL
152
912744
6004.9
Supply & stacking of ISI marked class rcc Hume pipe of following dia with collar at site with cartage including loading , unloading complete in all respect . (analysis rate )
-
-
-
(a) 450mm dia N.P-2
438
339450
775
(b) 300mm dia N.P-2
658
335580
510
(c) 250mm dia N.P-2
1096
421960
385
Carting laying & jointing of following dia (N.P-2) R.C.C Hume pipe and special from store to the site of work, lowering the same into trenches in depth upto 1.5m below ground level true to alignment , caulking the joints with necessary spun yarn soaked in cement mortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete but excluding excavation and refilling of trenches from ground level to the required level . (analysis rate )
-
-
-
(a) 450mm dia 1.50-3.00m Below G.F
438
193990
442.9
(B) 450mm dia 3.00-4.50m Below G.F
438
201480
460
(c)300mm dia 1.50-3.00m Below G.F
658
209902
319
(d) 250mm dia 0-1.50m Below G.F
1096
274000
250
(e)250mm dia 1.50-3.00m Below G.F
1096
282220
257.5
Construction Brick masonry circular manhole 1.50m internal dia with brick in cement mortar 1:4 (1 cement : 4 Coarse sand ) insite cement plaster 20mm thick with cement mortar 1:3 ( 1 Cement :3 Coarse Sand ) with neat cement finished , foundation concrete 1:4:8 mix ( 1 cement : coarse : 8 aggraded stone aggregate 40mm nominal size ) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size ) finished with a floating coat of neat cement , including timbering excavation CI foot rest ( not less than 4 kg in weight ) etc. all complete as per standard design & drawing 3.00m deep with S.F.R.C. cover and frame ( heavy duty HD-20 grade designation ) 4560mm internal diameter confirming at IS 12592 total weight of cover and frame to be not less than 182kg. Fixed in cement concrete 1:2:4 including centering shuttering all complete as per Jal Nigam Design up to 4.80m depth.
22
1986600
90300
Addition / subtraction depth for circular type manhole 1.50m internal dia. with brickwork analysis for rate and specification.
11
-231000
21000
Construction of 1.00 x 1.20 x 1.50m internal size manhole as per standard design and specification of KDA & including 30cm thick cement concrete 1:4:8 base & channel , brick work one & half brick work thick in 1:4 cement & coarse sand mortar 12mm thick cement plaster in 1:4 cement &coarse sand mortar & with neat cement finish including 18mm square M.S bar foot rest embedded with 1:2:4 cement concrete at 23cm centre to centre and 15 cm thick RCC slab with 1:1.5:3 cement , coarse sand and 2 cm gauge stone grit with including Ferro cement sheet and Ferro cement cover floor with 1:2:4 cement concrete all complete as per of engineer in charge of work ( height will be measured from invert of pipe to bottom of the sheet ) ( analysis rate)
73
1843250
25250
Construction of 0.60 x 0.60 x 1.50m internal size connecting chamber as per standard design and specification of KDA & including 15cm thick cement concrete 1:4:8 base & channel , brick work 23cm thick brick work in 1:4 cement & coarse sand mortar 12mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 18mm square M.S bar foot rest embedded with 1:2:4 cement concrete at 23cm centre to centre with including Ferro cement sheet and Ferro cement cover floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the seat) (analysis rate)
73
678900
9300
Addition / subtraction of Masonry shaft 1.00 x 1.20 m size as per standard design & specification of KDA having one and half B/W in 1:4 cement & coarse sand mortar 12mm thick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 18mm square MS bar foot rest embedded with 1:2:4 cement concrete at 23cm centre to centre all complete as per of Engineer in charge of work. (analysis rate)
10
105000
10500
Addition / subtraction of Masonry shaft 0.60 x 0.60 m size as per standard design & specification of KDA having one brick work in 1:4 cement & coarse sand mortar 12mm thick plaster in 1: 4 cement & coarse sand mortar with neat finished & including 18mm square MS bar foot rest embedded with 1:2:4 cement concrete at 23cm centre to centre all complete as per of Engineer in charge of work. (analysis rate)
10
42500
4250
Installation of 5 HP Diesel pump set for Dewatering including hire charges of pump and operator , fuel etc.
30
18216
607.2
Supply & stacking of ISI Marked class N.P – 2 RCC Hume pipe of following dia with collar at site with cartage including loading , unloading complete in all respect. (analysis rate)
1440
396000
275
Carting laying & Jointing of following dia (N.P-2) R.CC Hume pipe and special from store to the site of work , lowering the same into trenches in depth upto 1.5m below ground level true to alignment , caulking the joints with necessary spun yarn soaked in cement and jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing materials , testing etc. complete but excavation and refilling of trences from ground level to the required level. (analysis rate)
1440
273600
190
WATER SUPPLY
-
-
-
Earthwork : Excavation in foundation etc. in ordinary soil ( Loam , Clay or Sand) including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation as directed by Engineer-in-charge with lead of 50m. (PWD S.I No-251)
1890
207900
110
Providing and laying of following dia Ductile Iron pipe K-7 with Carting
-
-
-
(a) 250 mm dia
168
356181
2120.13
(b) 200 mm dia
252
394571
1565.76
(c) 150 mm dia
336
380291
1131.82
(d) 100 mm dia
924
722882
782.34
Supply & Stacking Carting & fixing CID joint over AC pressure pipe or special at site as per direction of Engg. in charge of work all complete
-
-
-
(a) 250 mm dia
28
24555
876.99
(b) 200 mm dia
42
27270
649.29
(c) 150 mm dia
56
24935
445.28
(d) 100 mm dia
154
42822
278.07
Supply , stacking and fixing of DI specials suitable different dia class 10 AC pressure pipe at site of work. DSR No18.68.2016
16.8
200709
11947
S/F of ISI approved pillar type F.H with 65mm brass outlet duck foot band 80mm NBF/Socket Tail piea confirming of 908/75 light duty
2
5249
2624.79
Supply/fixing of air valve of app. Type ISI approved at site/store.
6
26409
4401.58
Supply and fixing of following sluice valve with C/L/jointing ISI approved double finaged confirming to IS 780/84 class PN-1
-
-
-
(a) 250 mm dia
2
21989
10994.78
(b) 200 mm dia
2
15061
7530.83
(c) 150 mm dia
3
11564
3854.85
(d) 100 mm dia
8
20998
2624.79
Construction of 1.00 x 1.20 x 1.20m internal size sluice valve, air valve and fire hydrant as per standard design and specification of KDA & including 15cm thick cement concrete 1:4:8 base & channel , brick work 23 cm thick brick work in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish with 15cm thick RCC cover complete as per of Engineer in charge of work. (analysis rate)
-
-
-
(a) 01.00 x 1.20 x 1.20 m
23
471500
20500
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