Moradabad Development Authority has published Construction Of Building -Sl . No . 09 ) Pmay Sahari Ke Gram Badora Ke Ghata Sr 370 Me Estith Ki Bhomi Par 80 Nos G 3 Durlab Income Varg Ke Bhawano Ka Nirman Work Part 3. Submission Date for this Tender is 28-07-2020. Building Work Tenders in MORADABAD Uttar Pradesh. Bidders can get complete Tender details and download the document.
Name of Work: PRADHAN MANTRI AWAS YOJANA (SAHARI) KE ANTERGRAT Bhadaura, GATA NO.:- 370 ME 80 NOS (G+3) DURLAB INCOME VARG KE BHAWANO KA NIRMAN WORK (PART-3) | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Earthwork: Excavation in trenches for foundations,pipes cables etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5 m lead upto 50m and drassing of sides and ramming of bottom disposal of surplus excavated earth as directed by Engineer- in- charge with lead of 50 m . (PWD SI No-251)/2019 | |||
2 | 1.01 | (a) 0 to 1.5m | 1583.3 | Cum | |
3 | 1.02 | 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 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 Engineer incharge with 10 Km cartage exculuding royalty (SI No. 253A+ 231(a)/2019 (110+257.20) | 500 | Cum | |
4 | 1.03 | Concrete with 4cm. Guage brick ballast fine sand of 1.25 :M. and cement in proportion of 12:6:1 in foundation and under floors including supply of all meterials, labour and T&P etc. required for proper completion of work. SI No. 273/2019 | 40 | Cum | |
5 | 1.04 | Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation. (PWD S.I No- 281)/2019 | 68 | Cum | |
6 | 1.05 | 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 raft foundation and footing excluding of reinforcement including its bending the same with 24 BWG binding wire and necessary centering & shuttering etc and also including supply of all material, labour, T&P etc. required for proper completion of work. S.I. 287+283A-283/2019 | |||
7 | 1.06 | (a) For raft foundation or column footing. | 190 | Cum | |
8 | 1.07 | Class-150 brick work in 1:6 (1 cement : 6 coarse sand ) in Foundation & Plinth including supply of all material, labour, T&P etc. required for proper completion of work . (PWD S.I No. 303 + (S.I. No 307 (A) - new items no.-1)/2019 | 83.3 | Cum | |
9 | 1.08 | 40mm thick damp proof coarse cement, coarse sand & 20mm thick stone grit 1:2:4 and approved water proofing material as ordered by the Engineer-in-charge in the proportion as specified by the manufacturer including supply of all materials, labour and T&P etc. required for proper completion of the work and including proper curing & shuttering as necessary. Item No. 361(c)/2019 | 205 | sqm | |
10 | 1.09 | Painting on D.P.C. with two coat of air blown bitumen 80/50 or 85/25@ about 1.7 Kh/Sqm including cost of fuel if any. New Item No.-1/CH-7/2019 | 205 | sqm | |
11 | 1.1 | SUPER STRUCTURE | |||
12 | 1.11 | 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. | |||
13 | 1.12 | (A) For column work.(PWD S.I No- 289)/2019 | |||
14 | 1.13 | (i) Ground Floor and First Floor | 91.7 | Cum | |
15 | 1.14 | (ii) Second Floor | 36.7 | Cum | |
16 | 1.15 | (iii) Third Floor & Mumty | 66.7 | Cum | |
17 | 1.16 | (B) For Lighter beam (S.I. 285/2019) | |||
18 | 1.17 | (i) Ground Floor and First Floor | 120 | Cum | |
19 | 1.18 | (ii) Second Floor | 36.7 | Cum | |
20 | 1.19 | (iii) Third Floor & Mumty | 46.7 | Cum | |
21 | 1.2 | (C) For Roof Slab (S.I. 284A/2019) | |||
22 | 1.21 | (i) Ground Floor and First Floor | 186.7 | Cum | |
23 | 1.22 | (ii) Second Floor | 93.3 | Cum | |
24 | 1.23 | (iii) Third Floor & Mumty | 113.3 | Cum | |
25 | 1.24 | (d) For lintels ( RCC mix 1:1½:3) (S.I. 283A/2019) | |||
26 | 1.25 | (i) Ground Floor and First Floor | 16.7 | Cum | |
27 | 1.26 | (ii) Second Floor | 8.3 | Cum | |
28 | 1.27 | (iii) Third Floor & Mumty | 9.2 | Cum | |
29 | 1.28 | 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 authorised overlapping shall be measured up to floor two level . (PWD S.I No- 504)/2019 | |||
30 | 1.29 | (i) Ground Floor and First Floor | 771.7 | Qtls | |
31 | 1.3 | (ii) Second Floor | 238.3 | Qtls | |
32 | 1.31 | (iii) Third Floor & Mumty | 330 | Qtls | |
33 | 1.32 | Class-150 brick work in 1:6(1 cement : 6 coarse sand ) in super structure including supply of all material, labour, T&P etc. required for proper completion of work. (PWD S.I No. 303) in super strcure + (S.I. No. 307(a) - New Item 1) + 309+310 (4600+250+265)/2019 | |||
34 | 1.33 | (i) Ground Floor and First Floor | 30 | Cum | |
35 | 1.34 | (ii) Second Floor | 15 | Cum | |
36 | 1.35 | (iii) Third Floor & Mumty | 28.3 | Cum | |
37 | 1.36 | Class-150 brick work in 1:4 (1cement :4 coarse sand) in s/s for 115 mm thick wall including supply of all material, labour, T&P etc. required for proper completion of work . (PWD S.I No. 303) IN super strcure (S.I. 307(a)+309+310(a) (4650+265+350)/2019 | |||
38 | 1.37 | (i) Ground Floor and First Floor | 303.3 | Cum | |
39 | 1.38 | (ii) Second Floor | 151.7 | Cum | |
40 | 1.39 | (iii) Third Floor & Mumty | 208.3 | Cum | |
41 | 1.4 | Mild steel of iren work in Small sizes such as door, frames, etc. wrought to required form including drilling holes riveting or weliding whare necessary, and also inculiding supply of steel, bolts, S.I. No 502(b) 2019 | 73.3 | Qtls | |
42 | 1.41 | Mild Steel or iron work for fabrication of M.S 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 S.I no.- 502(C )/2019 | |||
43 | 1.42 | (i) Ground Floor and First Floor | 28.3 | Qtls | |
44 | 1.43 | (ii) Second Floor | 15 | Qtls | |
45 | 1.44 | (iii) Third Floor & Mumty | 16.7 | Qtls | |
46 | 1.45 | Supply and fixing approved (ISI) Marked Z Section double/Single leaf open able and fixing shutters steel window with required mesh bars,and wastage including supply of approved heavy quality M.S hinges handles 30 cm long stays and hold fast etc all complete. S.I. - New item - 5/2019/P-30 | |||
47 | 1.46 | (i) Ground Floor and First Floor | 35 | Qtls | |
48 | 1.47 | (ii) Second Floor | 18.3 | Qtls | |
49 | 1.48 | (iii) Third Floor & Mumty | 18.3 | Qtls | |
50 | 1.49 | P/F 6mm dia threaded expention hold fasteners on C C/ RCC /Brick Masonry surface backing including drilling necessary holes and the cost of bolt etc complete ( D S R No 8.8.1.1 2019 | 500 | Nos | |
51 | 1.5 | P/L 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 supply of all material lab T&P etc all complete.(SI.No-279 b/2019 | |||
52 | 1.51 | (i) Ground Floor and First Floor | 10 | Cum | |
53 | 1.52 | (ii) Second Floor | 5 | Cum | |
54 | 1.53 | (iii) Third Floor & Mumty | 6.7 | Cum | |
55 | 1.54 | 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 SI.No-586+(583-582diff)/2019 | |||
56 | 1.55 | (i) Ground Floor and First Floor | 6166.7 | Sqm | |
57 | 1.56 | (ii) Second Floor | 3000 | Sqm | |
58 | 1.57 | (iii) Third Floor & Mumty | 4000 | Sqm | |
59 | 1.58 | 15 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 SI.No-586+583-582diff/2019 + 596 | |||
60 | 1.59 | (i) Ground Floor and First Floor | 250 | Sqm | |
61 | 1.6 | (ii) Second Floor | 125 | Sqm | |
62 | 1.61 | (iii) Third Floor & Mumty | 250 | Sqm | |
63 | 1.62 | Forming grove of unifrom 12x12mm and upto 25x15 mm in plastered as per approved pattern using woden battens, nailed to the under layer including removsl of wooden battens, repairs to the edges of plaster panel and finishing the groove complate as per specification sna direction of the engineer-in-charge. P.S. | 3333.3 | Rmt | |
64 | 1.63 | Making drip course in sun shades of facia 1:3cemant and fine sand mortar as per direcation of engineer-in-charge including supply of all materials, labour, Tools& Plants etc. required for propre complation of the work. P.S. | 833.3 | Rmt | |
65 | 1.64 | 20 mm cement plaster 1:3 (Cement & Coarse sand) in dado/skriting & over roof finished with 3 mm thick floating coat of neat cement or cement & marble dust in ratio of 5:1 including all material labour T&P all complete. N.I.-1/P36/2019 | |||
66 | 1.65 | (i) Ground Floor and First Floor | 708.3 | Sqm | |
67 | 1.66 | (ii) Second Floor | 325 | Sqm | |
68 | 1.67 | (iii)Third Floor | 325 | Sqm | |
69 | 1.68 | Cinder filling under floor and any other sunkun portion of building including watering ramming and compaction etc all complete as per direction of E/I. (PMAY) | |||
70 | 1.69 | (i) First Floor | 20 | Cum | |
71 | 1.7 | (ii) Second Floor | 20 | Cum | |
72 | 1.71 | (iii) Third Floor | 20 | Cum | |
73 | 1.72 | 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 colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. (D.S.R. 11.38/2018 | |||
74 | 1.73 | (i) Ground Floor and First Floor | 333.3 | Sqm | |
75 | 1.74 | (ii) Second Floor | 166.7 | Sqm | |
76 | 1.75 | (iii) Third Floor | 166.7 | Sqm | |
77 | 1.76 | Providing and laying Ceramic glazed wall tiles of size 200x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. (D.S.R. 11.36/2018 | |||
78 | 1.77 | (i) Ground Floor and First Floor | 666.7 | Sqm | |
79 | 1.78 | (ii) Second Floor | 333.3 | Sqm | |
80 | 1.79 | (iii) Third Floor | 333.3 | Sqm | |
81 | 1.8 | 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. 37mm wide 2.8 to 3.7mm thick. (S.I. No. 631 (b)/2019 | 5500 | Rmt | |
82 | 1.81 | 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. (S.I. No. 631 (a)/2019 | 2166.7 | Rmt | |
83 | 1.82 | 40 mm thick Cement concrete flooring 1:2:4 (1cement : 2coarse sand : 4graded stone aggregate of size 20 mm nominal size )laide in one layer , finished with floating coat of neat cement.including fixing of glass strips. (excluding cost of glass strips ). item no.SOR 605/2019 | 1500 | Sqm | |
84 | 1.83 | 25 mm thick cement concrete flooring 1:2:4 by laid of over base concerete finished with floating coat of neat cement.including fixing of glass strips. (excluding cost of glass strips ).item no. SOR 601/2019 | |||
85 | 1.84 | (i) Ground Floor | 500 | Sqm | |
86 | 1.85 | 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. SI No 1149/elctrical SOR 2019 | |||
87 | 1.86 | (i) Ground Floor and First Floor | 80 | Nos | |
88 | 1.87 | (ii) Second Floor | 40 | Nos | |
89 | 1.88 | (iii) Third Floor | 40 | Nos | |
90 | 1.89 | Providing and fixing 40mm diameter and 30cm long pvc pipe water spout pipe in cement mortar 1:4 cement and coarse sand mortar etc all complete. P.S. PMAY | |||
91 | 1.9 | (i) Ground Floor and First Floor | 50 | Nos | |
92 | 1.91 | (ii) Second Floor | 25 | Nos | |
93 | 1.92 | (iii) Third Floor | 25 | Nos | |
94 | 1.93 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete. to prepare the surface even and smooth complete. DSR 13.80/18 | |||
95 | 1.94 | (i) Ground Floor and First Floor | 2526.7 | Sqm | |
96 | 1.95 | (ii) Second Floor | 1263.3 | Sqm | |
97 | 1.96 | (iii) Third Floor | 1375 | Sqm | |
98 | 1.97 | Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1New work (Two or more coat applied @ 1.67 ltr/10 sqm overand including priming coat of exterior primer applied @ 2.20kg/ 10 sqm). S.I. - (D.S.R. 13.46.01/2018 | |||
99 | 1.98 | (i) Ground Floor and First Floor | 2526.7 | Sqm | |
100 | 1.99 | (ii) Second Floor | 1263.3 | Sqm | |
101 | 2 | (iii) Third Floor | 1375 | Sqm | |
102 | 2.01 | Coulur Washing two coat using approved colouring materials of buff gray or brown shade including supply of all materials, labour and T&P etc. Required for proper completion of the work. | |||
103 | 2.02 | (i) Ground Floor and First Floor | 5833.3 | Sqm | |
104 | 2.03 | (ii) Second Floor | 2916.7 | Sqm | |
105 | 2.04 | (iii) Third Floor | 3083.3 | Sqm | |
106 | 2.05 | 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. (N.I.- 1(a)+1(b) / 2019 | |||
107 | 2.06 | (i) Ground Floor and First Floor | 1110 | Sqm | |
108 | 2.07 | (ii) Second Floor | 555 | Sqm | |
109 | 2.08 | (iii) Third Floor | 601.7 | Sqm | |
110 | 2.09 | P/L of Brick Coba average 100 mm thick 1:4 cement and coarse sand mortar including supply of all materials,labours and T&P etc required for proper completion of the work including water proofing compound and recorn synthetic etc all complete as directed by E/I. New Item-3/P.32/2019 | 583.3 | Sqm | |
111 | 2.1 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 stone aggregate 10 mm and down gauge), including finishingwith cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase | 333.3 | Rmt | |
112 | 2.11 | 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 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, 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. PMAY | 25 | Rmt | |
113 | 2.12 | 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 with water curing for 48hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. DSR 22.5/18 | 500 | Sqm | |
114 | 2.13 | 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. S.I. 470/19 | |||
115 | 2.14 | (i) Ground Floor and First Floor | 356.7 | Sqm | |
116 | 2.15 | (ii) Second Floor | 178.3 | Sqm | |
117 | 2.16 | (iii) Third Floor | 178.3 | Sqm | |
118 | 2.17 | Supply and fixing of oxidized iron fitting with screws for door and windows etc all complete. | |||
119 | 2.18 | Sliding Bolt (250x16) 9.62.2/SOR 2019 | 480 | Nos | |
120 | 2.19 | Handle 125mm (9.66.1/SOR 2019 | 960 | Nos | |
121 | 2.2 | Tower Bold (200x10) 9.63.2/SOR 2019 | 480 | Nos | |
122 | 2.21 | 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. Mis. New item - 3(B)/2019 | |||
123 | 2.22 | (i) Ground Floor and First Floor | 126.7 | Sqm | |
124 | 2.23 | (ii) Second Floor | 63.3 | Sqm | |
125 | 2.24 | (iii) Third Floor | 63.3 | Sqm | |
126 | 2.25 | 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. | 85 | Nos | |
127 | 2.26 | (Part -B) Water Supply (Internal Work) & Sanitary Work | |||
128 | 2.27 | 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 groving the wall all complete. | |||
129 | 2.28 | 40mm dia (D.S.R. 18.10.5/2018 | 160 | Rmt | |
130 | 2.29 | 25mm dia (S.I. No.- 18.10.3) | 720 | Rmt | |
131 | 2.3 | 15mm dia (S.I. No.- 18.10.1) | 123.3 | Rmt | |
132 | 2.31 | 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 dia nominal outer dia pipes as per DSR 2019 item No 18.8.2 as per approved Make (Astral,Ashirwad,Kissan,as per ISI) cealet work including cutting chases & making good the walls etc. | 700 | Rmt | |
133 | 2.32 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with100 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, Perryware, Hindware ) of size 580x440mm with integral type foot rests 17.1.1/CH-22/P-51/2019 | 80 | Nos | |
134 | 2.33 | Providing and fixing 110 mm dia P.V.C pipe heavy quality 4kg/sqcm working pressure including supply of all specials clamps with wall cutting etc and other material labour T&P ctc. required for proper completion of the work. SOR No 19/31 | 400 | Rmt | |
135 | 2.34 | Providing and fixing 90 mm dia P.V.C pipe heavy quality 4kg/sqcm working pressure including supply of all specials clamps with wall cutting etc and other material labour T&P ctc. required for proper completion of the work. SOR No 19/32 | 280 | Rmt | |
136 | 2.35 | S/F 100 mm dia Nahani trap India make of approved heavy quality complete with CP brass gratings Nahani trap laid over base ceoment concrete 1:6:12 ISI marked including supply of all materials, labour T&P ctc. Required for proper completion of the work. (P.S.) | 160 | Nos | |
137 | 2.36 | Supply and Fixing Steel jali 100mm round. P.S. | 240 | Nos | |
138 | 2.37 | S/F of 10cm 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, labour T&P ctc. required for proper completion of the work.(PWD SI no.- 730 (a)/2019 | |||
139 | 2.38 | (i) Ground Floor and First Floor | 138.3 | Rmt | |
140 | 2.39 | (ii) Second Floor | 69.2 | Rmt | |
141 | 2.4 | (ii) Third Floor | 100 | Rmt | |
142 | 2.41 | P & F 90mm PVC pipe heavy quality 4kg/sqcm of down pipe complete with rose heads,bends,MS clamps 2.5cmx2.5cmx3mm fixed to wallsby 15cm long 6mm dia nail includingsupply of all materials, labour,T&P etc required for proper completion of work.SOR No 730/4 2016 | |||
143 | 2.42 | (i) Ground Floor and First Floor | 200 | Rmt | |
144 | 2.43 | (ii) Second Floor | 100 | Rmt | |
145 | 2.44 | (ii) Third Floor | 100 | Rmt | |
146 | 2.45 | S/F of 90mm dia PVC Y Junction heavy quality ISI marked including supply of all materials, labour T&P ctc. Required for proper completion of the work | 60 | Nos | |
147 | 2.46 | Supply and laying of 150mm dia PVC pipe 6kg /cm2 pressure over 10cm base of cement concrete 1:5:10 including excavation of earth and refilling including all material labour T&P all complete. P.S. | 83.3 | Rmt | |
148 | 2.47 | Providing and fixing 110mm PVC Terminal guard heavy quality ISI marked including supply of all materials, labour T&P ctc. Required for proper completion of the work. | 20 | Nos | |
149 | 2.48 | Providing and fixing 90mm PVC Terminal guard heavy quality ISI marked including supply of all materials, labour T&P ctc. Required for proper completion of the work. | 20 | Nos | |
150 | 2.49 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 100 x50x 100 mm size P type- With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.4.2.2)/2019 | 20 | Nos | |
151 | 2.5 | Providing and fixing C.P. brass long body bib cock (Kingston, Glacier, Corbat, Allent, Hindware) of approved quality conforming to IS standards and weigting not less than 690 gms 15 mm nominal bore. 18.51.1/P-52/2019 | 240 | Nos | |
152 | 2.51 | 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 15mm nominal bore.18.53.1/P-52/2019 | 160 | Nos | |
153 | 2.52 | Construction of brick masonary inspection chambers 0.45 m x 0.5m x 0.60m as per standard design 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, labour T&P ctc. required for proper completion of the work. DSR-16/19.30.1/2019 | 20 | Nos | |
154 | 2.53 | Construction of brick masonary inspection chamber of size 77.5 cm x 50 cm x 110 cm as per standard design 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 ferro cement cover fixed with RCC 1:2:4 including supply of all materials, labour T&P ctc. required for proper completion of the work. DSR-16/19.29.1 | 20 | Nos | |
155 | 2.54 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm nominal bore DSR 18.17.1 | 160 | Nos | |
156 | 2.56 | (Part-C) Internal Electrification | |||
157 | 2.57 | 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 colour wash (E/M SI N0-138(c)/2018 | 880 | Nos | |
158 | 2.58 | 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 colour wash (E/M SI N0-140(c)/2018 | 160 | Nos | |
159 | 2.59 | Wiring point for call bell with 1.5 Sq mm FR PVC insulated multstrand copper conducter cable as earthwire drawn inside the conduit in PVC conduit concealed in wall with 14 SWG copper with earth connectvity wire and piano type bell push or 2 socket etc, complete all respect including maching colour wash. SOR 135(C)/2019 | 80 | Nos | |
160 | 2.6 | Wiring point for Plug with 1.50 Sqmm 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 colour wash. (E/M SI N0-134(c)/2018 | 320 | Nos | |
161 | 2.61 | Supply and fixing power plug with 15A/250 volt flush type swich and 5Pin 15A/250 volt flush type universal scoket in suitable MS Box of 175mm x100mmx50mm size with phenolic laminated backlight sheet cover 3mm thick fixed with brass machine screw and cup washer. SOR 1139/2018 | 240 | Nos | |
162 | 2.62 | 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 multistand 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 colour wash ect complete in all respect. (E/M SI N0-261 C)/2018 | 1800 | Rmt | |
163 | 2.63 | S/Wiring of submain with two number 4 sqmm FR PVC insulated 1100 volts grade multistand single core copper conductor cablein 20 mm dia heavy dutyPVC 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 colour wash ect complete in all respect. (E/M SI N0-262C)/2018 | 1800 | Rmt | |
164 | 2.64 | S&F of 6 Amp to 32 Amp M.C.B.(10K) SOR No 1002/2018 CAT-B | 240 | Nos | |
165 | 2.65 | S/F surface/flush mounting 8 ways SPN distibution board without MCB complete in all respect,as directed at site Engineer in charge SOR No 1024/2018 CAT-B | 80 | Nos | |
166 | 2.66 | S&F of 40 Amp S.P. Isolater SOR No 1004 (A)/2018 | 80 | Nos | |
167 | 2.67 | S/L OF PVC CONDUIT COMPLETE WITH BEND 25MM DIA.SI 149(A)/2018 | 4333.3 | RMT | |
168 | 2.68 | S/Placing of MS/Cast iron Deep Junction Box. P.S. | 320 | Nos | |
169 | 2.69 | Supply and fixing of swich box made up 16SWG (1.5mm) thick M.S. Sheet of different size dully painted with red oxide primer & flused in wall including cutting of brick work fixing it to the level with cement sand mortar including maching colour wash with S/o all material labour & T&P required for proper completion of work as directed at site by the Engineer in Charge. (SOR No 159)/2016 | |||
170 | 2.7 | (i) 100x100x65 mm (159/2018) | 240 | Nos | |
171 | 2.71 | (ii) 175x100x65 mm (SOR No 161)/2018 | 260 | Nos | |
172 | 2.72 | (iii) 200x250x65 mm (162/2018) | 287 | Nos | |
173 | 2.73 | Supply and burying of 40 mm x 4.5 meters long G.I pipe vertically for earthing having 12 mm dia. Holes spaced 75mm 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 ap per E/I complete in all respect. (E/M SI N0-701)/2016 | 5 | Nos | |
174 | 2.74 | Supply and laying of 25 mm x 3mm G.I strip for earth electrode directly in the ground as required complete in all respects(E/M S.I 716)/2016 | 75 | Rmt |
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