Ghaziabad Development Authority Tender
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Ghaziabad Development Authority - GDA Tender
Eprocure
Opening Date17 Jul 2019
Closing Date5 Aug 2019
Tender Amount₹ 13,26,94,709
Costs
EMD
₹ 26,54,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Construction Of 288 Ews Units Under Pmay Scheme.
Description
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Contact
Tender Id
2019_GDAUP_364585_1Bid Award Id
ViewTender No
461/4/PA-T/2018-19 Dt. 08.07.2019 (S.no-9)Tender Authority
Ghaziabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
CONSTRUCTION OF 288 EWS UNITS UNDER PMAY SCHEME AT KHASRA NO. 2342 AND 2344, NIWARI, MODINAGAR
CONSTRUCTION OF 288 EWS UNITS UNDER PMAY SCHEME AT KHASRA NO. 2342 AND 2344, NIWARI, MODINAGAR
CONSTRUCTION OF 288 EWS UNITS UNDER PMAY SCHEME AT KHASRA NO. 2342 AND 2344, NIWARI, MODINAGAR
BOQ Items
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.(SOR No 287 (a) For raft foundation or column footing.
978
-
6250
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) IN FOUNDATION
959.64
-
5600
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
30
-
4247
SUPER STRUCTURE 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 S.I No- 289)
(i) Ground Floor and First Floor
216
-
8000
(ii) Second Floor
108
-
8080
(iii) Third Floor
132
-
8160
(B) For Lighter beam
(i) Ground Floor and First Floor
120
-
7900
(ii) Second Floor
60
-
7979
(iii) Third Floor
66
-
8058
(C) For Roof Slab
(i) Ground Floor and First Floor
570
-
7700
(ii) Second Floor
288
-
7777
(iii) Third Floor
294
-
7854
(d) For lintels ( RCC mix 1:1½:3)
(i) Ground Floor and First Floor
24
-
7400
(ii) Second Floor
12
-
7474
(iii) Third Floor
12
-
7548
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) (i) Ground Floor and First Floor
918
-
5600
(ii) Second Floor
462
-
5656
(iii) Third Floor
498
-
5712
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
(i) Ground Floor and First Floor
720
-
4787
(ii) Second Floor
360
-
4834.87
(iii) Third Floor
390
-
4882.74
Class-150 brick work in 1:4 (1 cement : 4 coarse sand ) inin 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
(i) Ground Floor and First Floor
1464
-
5030
(ii) Second Floor
738
-
5080.3
(iii) Third Floor
780
-
5130.6
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 (II) )
(i) Ground Floor and First Floor
310.14
-
6350
(ii) Second Floor
155.1
-
6413.5
(iii) Third Floor
155.1
-
6477
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. (PWD S.I no 502 (III) (b)) (i) Ground Floor and First Floor
113.7
-
7000
(ii) Second Floor
56.84
-
7070
(iii) Third Floor
56.84
-
7140
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 2016 )
6336
-
24.24
P/L in Cement Concrete4:2:1 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.)
(i) Ground Floor and First Floor
96
-
6250
(ii) Second Floor
48
-
6312.5
(iii) Third Floor
48
-
6375
Providing & fixing PVC chicken wire mesh including supply of all materials, labour T&P ctc. Required for proper completion of the work.
744
-
55
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-584+diff.)
(i) Ground Floor and First Floor
10584
-
154.4
(ii) Second Floor
5292
-
155.94
(iii)Third Floor
6642
-
157.49
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-17.58.) (i) Ground Floor and First Floor
10422
-
169.4
(ii) Second Floor
5292
-
171.09
(iii) Third Floor
6642
-
172.79
SMOOTH Finishing of the exposed surface of rcc work with 6mm cement mortar 1:3 cement and fine sand dsr 5.23
5934
-
138.05
Cinder Finishing of the exposed surface of rcc work with 6mm cement mortar 1:3 cement and fine sand dsr 5.23
(i) Ground Floor and First Floor
72
-
550
(ii) Second Floor
72
-
555.5
(iii) Third Floor
72
-
561
Providing and fixing Ist quality ceramic glazed FLOOR tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, 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(300X300mm) over KITCHEN TOP
120
-
715
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. (DSR 11.38/16) 300X300
(i) Ground Floor and First Floor
3246
-
717.98
(ii) Second Floor
1626
-
725.16
(iii) Third Floor
1626
-
732.34
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. (DSR 11.38/16) 200X300 in wc bath and kitchen
(i) Ground Floor and First Floor
804
-
717.98
(ii) Second Floor
402
-
725.16
(iii) Third Floor
402
-
732.34
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)
504
-
17
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
522
-
330
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
(i) First Floor
654
-
540
(ii) Second Floor
606
-
545.4
(iii) Third Floor
624
-
550.8
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. SI No 1149/elctrical SOR 2016
(i) Ground Floor and First Floor
288
-
87
(ii) Second Floor
144
-
87.87
(iii) Third Floor
144
-
88.74
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. (Ch-21/5+23(1)e)
(i) Ground Floor and First Floor
582
-
50
(ii) Second Floor
294
-
50.5
(iii) Third Floor
294
-
51
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
(i) Ground Floor and First Floor
8196
-
60
(ii) Second Floor
4098
-
60.6
(iii) Third Floor
5448
-
61.2
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) DSR/16/13.46.1
(i) Ground Floor and First Floor
8196
-
92.21
(ii) Second Floor
4098
-
93.13
(iii) Third Floor
5448
-
94.05
colour washing one coat using approved colouring materials of buff, grey or brown shade icluding supply of all materials labour & T&P Buusing approved colouring materials of pink,green or yellow shades -2coats PWD /674/15
(i) Ground Floor and First Floor
15780
-
18
(ii) Second Floor
5292
-
18.18
(iii) Third Floor
8679.66
-
18.36
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 SI.No-641+642)
(i) Ground Floor and First Floor
2808
-
70
(ii) Second Floor
1404
-
70.7
(iii) Third Floor
1404
-
71.4
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.
2586
-
900
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 D.S.R No 12.21.1 2016
720
-
146.88
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.
72
-
115
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 22.5/16
2688
-
286.37
Supply and fixing of 30 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.
(i) Ground Floor and First Floor
1002
-
1400
(ii) Second Floor
504
-
1414
(iii) Third Floor
516
-
1428
Supply and fixing of oxidized iron fitting with screws for door and windows etc all complete. SOR-16/473
(i) Ground Floor and First Floor
1002
-
400
(ii) Second Floor
504
-
404
(iii) Third Floor
516
-
408
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 S.I 812 b)
(i) Ground Floor and First Floor
1200
-
460
(ii) Second Floor
600
-
464.6
(iii) Third Floor
600
-
469.2
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.
288
-
60
(Part -B) Water Supply (Internal Work) & Sanitary Work upply 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. 40mm dia
2592
-
289.01
25mm dia
576
-
237.5
15mm dia
444
-
153.79
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)
2508
-
273.46
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. flushingcistern, including flush pipe, with manually controlled device (handle lever)conforming to IS : 7231, with all fittings and fixtures complete, includingcutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan (Somany, Kajaria, Cera, Parryware, Hindware ) of size 580x440mm with integral type foot rests D.S.R No 17.1.1 2016 (580X440)
288
-
3354.43
Providing and fixing following 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.
110 mm dia SOR No 730a
510
-
310
Providing and fixing following 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 90mm dia SOR No
720
-
250
P/F 100 mm dia PVC Nahani trap heavy quality ISI marked including supply of all materials, labour T&P ctc. Required for proper completion of the work.
576
-
814.66
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 730-3) (i) Ground Floor and First Floor
864
-
310
(ii) Second Floor
648
-
313.1
(ii) Third Floor
594
-
316.2
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
(i) Ground Floor and First Floor
4614
-
250
(ii) Second Floor
2310
-
252.5
(ii) Third Floor
2610
-
255
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
216
-
144.96
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.
72
-
182.4
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.
72
-
144.96
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
864
-
472.85
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 DSR No18.53.1
288
-
456.67
Supply and fixing C.P grating for Nahani trap of approved make including supply of all materials, labour T&P ctc. required for proper completion of the work.
864
-
814.66
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 labour T&P etc required for proper completion of work (16 no @500 litre = 8000 litre) (PWD SI no- ch - 19 /2)
144000
-
6.96
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
72
-
4586.26
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
72
-
7221.26
Supply and laying of 150mm dia S.W. pipe over 10cm base of cement concrete 1:5:10 including excavation of earth and refilling including all material labour T&P all complete. DSr-16/19.2.2
144
-
731.38
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm nominal bore DSR 18.17.1
288
-
411.07
(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 colour wash (E/M SI N0-131(c)) 2016
2592
-
430.55
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 N0-133(c))
576
-
487.15
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)
288
-
398.95
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))
1728
-
222.53
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 1139A
1440
-
1224.76
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)
6480
-
167.18
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)
6480
-
218.63
S&F of 6 Amp to 32 Amp M.C.B.(10K) SOR No 1002 CAT-C
3456
-
85.13
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 CAT C
1152
-
600.01
S&F of 40 Amp S.P. Isolater SOR No 1004 (A) CAT C
288
-
110.85
S/L OF PVC CONDUIT COMPLETE WITH BEND 25MM DIA.SI 149(A)
12960
-
98.5
Supply and fixing of swich box made up 16SWG (1.5mm) thick M.S. Sheet of 175x100x65 mm 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 161)
288
-
73.31
Supply and fixing of swich box made up 16SWG (1.5mm) thick M.S. Sheet of 100x100x65 mm 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)
864
-
50.46
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)
12
-
2938.67
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)
180
-
67.96
ROAD Earthwork in cutting or in embankment in ordinary soil, excavation to be done from regular pits not exceeding 1/2 M. in depth and work embankment to be in 20 cm layer including ramming and dressing the surface to required levels and slopes and also including 1.5M lifts and 30M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 1/2 M distance as directed by the Engineer-in-charges and disposal of earh beyond 10 Km(EXcluding Royality)
3910
-
282.6
Same as above item no. 253 (a) but mechanically compacted to achieve 95% proctors density including arrangement of water ,settelment and all T & P charges including roller and its fuel charges (Roller charges accounted for @ 1700.00 per day with deisel for output of 325 Cum per day),Add extra to item no. 253 (a).
4364.25
-
22
Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401, MORT&H - 401.
482
-
3278
Supply and Fixing of 80 mm. thick I shaped mechanically compressed cement grey / ordinary red interlocking cement concrete paver blocks manufactured by high pressure and control vibration machine having plan dimension 200 x (160+120mm ) with minimum 5mm. thick topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver block shall not be less then 30 Mpa (M-30) including cost of material, labour, T&P etc. required for proper completion of the work as directed by Engineer-in-Charge. but excluding UPTT which shall be paid extra as per rules. SI-20.37 (New Item) (i) Red colour (High quality pigment / lanxess, Bayer Chemicals
2620
-
693
DRAIN
Earthwork in Foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling watering and ramming of excavated earth into the trenches or into space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30m from the foundation trenches and disposal upto 1/2 Km distance
383
-
125
Concrete with 4cm guage stone ballast coarse sand of 2.20 FM and cement in proportion of 8:4:1 including supply of all materials , labour , T&P etc. required for proper completion of the work.S.I.281
67.7
-
5200
RCC work with cement, approved coarse sand and 2 cm guage stone grit in proportion of 1:2:4 in slab excluding supply of reinforcement and its binding with 24 BWGGIbinding wire ,and including necessary centering and shuttering etc. , all materials labour , T&P etc. required for proper completion of the work.The rate excludes making of drip course which shall be paid extra . SI 284
156.3
-
7300
M.S (tor steel or plain) in works such as RCC or RB work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire.
123
-
5600
PARK
Earthwork in Foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling watering and ramming of excavated earth into the trenches or into space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30m from the foundation trenches and disposal upto 1/2 Km distance
330
-
125
Concrete with 4cm guage stone ballast coarse sand of 2.20 FM and cement in proportion of 8:4:1 including supply of all materials , labour , T&P etc. required for proper completion of the work.S.I.281
44
-
5200
RCC work with cement, approved coarse sand and 4 cm guage stone grit in proportion of 1:2:4 in Raft and footing excluding supply of reinforcement and its binding with 24 BWGGIbinding wire ,and including necessary centering and shuttering etc. , all materials labour , T&P etc. required for proper completion of the work.The rate excludes making of drip course which shall be paid extra . SI 287
135
-
6250
RCC work with cement, approved coarse sand and 2 cm guage stone grit in proportion of 1:2:4 in lighter beam having span upto 6.00 m excluding supply of reinforcement and its binding with 24 BWGGIbinding wire ,and including necessary centering and shuttering etc. , all materials labour , T&P etc. required for proper completion of the work.The rate excludes making of drip course which shall be paid extra . SI 285
58.14
-
7500
RCC work with cement, approved coarse sand and 4 cm guage stone grit in proportion of 1:1.5:3 for column excluding supply of reinforcement and its binding with 24 BWGGI binding wire ,and including necessary centering and shuttering etc. , all materials labour , T&P etc. required for proper completion of the work.The rate excludes making of drip course which shall be paid extra . SI 288
16.19
-
8000
M.S (tor steel or plain) in works such as RCC or RB work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire.
181
-
5600
M.Sor Iron works of M.S. grill & Stair case railling such as holding down bolts, hold fast , tie rods , grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of work, SI 502(A)
181
-
6350
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 including. (SI No. 253A+ 231(a)
2649
-
282.6
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
79.28
-
4247
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-584+diff.)
689.4
-
154.4
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) DSR/16/13.46.1
866
-
96.05
Painting or Varnishing work in large area on new wood or iron work with two coat (above one square meter) of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnishing including supply of all materials, labour and T & P etc. required for proper completion of the work.SI 644+645
345
-
70
SEWER
Excavation for depth upto 1.50m B.G.L for laying sewer line, manhole, gully traps etc. in ordinary soil(sand, loam & clay) i/c cutting of joints pits, triming, dressing, leveling & refilling of trenches in 20cm layers, watering sand ramming the same i/c removal of surplus earth or other diamentel materials upto a distance of 50m from the center of trench.
1325
-
181.7
Same as above item (1a) but for 1.5to 3.0 MBGL
689
-
229
Same as above item (1a) but for 3.0to 4.5 MBGL
752
-
290
Concrete with 4cm guage brick ballast fine sand of 1.25 FM and cement in proportion of 12:6:1 in foundation and under floor including supply of all materials , labour , T&P etc. required for proper completion of the work.S.I.272
58.33
-
2900
P/F close timbering for sewer line ,manhole &gully trap upto depth from 0.0m-3.0m and all comp. as directed by E/I
542
-
110.45
P/F close timbering for sewer line ,manhole &gully trap upto depth from 3.0m-6.0m and all comp. as directed by E/I
341
-
124.61
Constructing common burnt clay FPS (non modular) brick of class designated 7.5masonary circular manhole 1.52m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 ( 1 cement : 4coarse sand ) inside cement plaster 12 mm thick 1:3 ( 1 cement : 3 fine sand) finished with a floating coat of neat cement , foundation concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 stone aggregate 40mm nominal size)and making necessary channel in cement concrete 1:2:4(1 cement, 2 coarse sand and 20 mm stone grit) finished with a floating coat of neat cement , all complete as per standard design of 2.30 m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560 mm internal dia. confirming to IS: 12592, total weight of cover and frame to be not less than 182 kg fixed in cement concrete 1:2:4 (1 cement, 2 coarse sand and 20 mm stone grit)including centering, shuttering all complete .DSR-16/19.13.1.1
60
-
33964.85
Extra depth for circular manhole 1.5m internal dia (at bottom) with beyond 2.3m to8.0m.DSR-16/19.14.1
90
-
14427.41
Supply , Carting & Laying of 250 mm dia R.C.C NP-3 pipe & Special from store to site of work, lowering the same in trenches in depth BGL. True to alignment Cauking the joints with 1:2 cement & coarse sand mortar i/c excavation of earth below invert level of pipe, cost of all jointing materials, testing etc complete as per specification and direction of Engineer-in-charge.
0.0-1.5 MBGL
70
-
773.83
1.5-3.0 MBGL
60
-
718
3.0-4.5 MBGL
100
-
814.07
Carting of 300 mm dia RCC hume pipe (NP-2) and specials from store to the site of work , lowering the same into trenches in depth up to 1.5 MBGL true to alignment , caulking the joints with necessary spun yarn soaked in bitumen an jointing with 1:2 cement mortar in cement and 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 invert level of pipes
1.5-3.0 MBGL
100
-
373.93
3.0-4.5 MBGL
72.5
-
397.12
WATER Excavation for depth upto 1.50m B.G.L for laying sewer line, manhole, gully traps etc. in ordinary soil(sand, loam & clay) i/c cutting of joints pits, triming, dressing, leveling & refilling of trenches in 20cm layers, watering sand ramming the same i/c removal of surplus earth or other diamentel materials upto a distance of 50m from the center of trench.
444
-
181.7
Cement concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 1:2:4 including necessary centering and shuttering etc. and supply of all materials, labour, tools & plants etc. required for proper completion of work.
44.4
-
6250
P/F brass 20 mm nominal bore ferrule with C.I. mouth cover including boring and trapping the main.DSR-16/18.20.2
36
-
269.42
Supply, Carting & fixing of following 100 mm dia. dia. Sluice valve / NRVPN 1.6 IS- 14846, C I/bronze/ SS ISI marked approved quality I/C testing etc. all complete. DSR-16/18.31.1.1
5
-
3184.85
Construction of masonary chamber 60x60x 75 cm inside with common burnt clay F.P.S. (non modular) bricks of class M-150, in brick work in cement mortar 1:4 (Cement & coarse sand) for sluice valve , with C.I. surface box 100 mm top dia. 160 mm bottom dia. And 180 mm deep inside with chained lid and RCC top slab 1:2:4 (cement, coarse sand and 2 cm guage grit ), including necessary excavation , foundation concrete 1:5;10 (cement, fine sand and 4cm stone grit) and inside plastering with cement mortar 1:3 (Cement & coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design. DSR-16/18.33.1
5
-
6575.62
Construction of masonary chamber 60x60x 75 cm inside with common burnt clay F.P.S. (non modular) bricks of class M-150, in brick work in cement mortar 1:4 (Cement & coarse sand) for sluice valve , with C.I. surface box 350x350mmtop and 165 mm top dia. 160 mm bottom dia. And 180 mm deep inside with chained lid and RCC top slab 1:2:4 (cement, coarse sand and 2 cm guage grit ), including necessary excavation , foundation concrete 1:5;10 (cement, fine sand and 4cm stone grit) and inside plastering with cement mortar 1:3 (Cement & coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design. DSR-16/18.36.2
5
-
6268.51
P/F 100 mm dia. HDPE double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid seperately. DSR-16/18.59.3
5
-
7114.37
P/F 110 mm dia.(OD) HDPE pipe and their specials NP-6 having thermal stability for hot and cold water supply including all HDPE fittings. This includes jointing of pipes and fittings with one step solvent and testing of joints complete as per directinon of E/I..
592
-
244.84
P/F 25 mm dia nominal bore G.I. pipes complete with G.I. fitting including trenching and refilling etc. complete in all respect as directed by E/I.DSR-16/18.12.3
36
-
197.62
Disinfecting 110 mm dia. HDPE pipe water main by flushing with water containing bleaching powed at 0.50 gms per liter of water and cleaning the same with fresh water , operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory. DSR-16/18.80.2
592
-
988.51
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