Ghaziabad Development Authority Tender
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Ghaziabad Development Authority - GDA Tender
Civil And Construction
Civil Construction
Eprocure
Opening Date30 Oct 2021
Closing Date23 Nov 2021
Tender Amount₹ 27,72,46,971
Costs
EMD
₹ 55,57,000Document Cost
₹ 15,930Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_GDAUP_638246_1Bid Award Id
ViewTender No
570/4/PA-T/2021-22 Dt. 12.10.2021 (S.no-8)Tender Authority
Ghaziabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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Documents
Const. 480 EWS building or development of 1200 buildings under PMAY in Pratap Vihar Yojana
Construction of 480 EWS buildings and development of 1200 buildings under Pradhan Mantri Awas Yojana in Pratap Vihar Awas Yojana
Construction of 480 EWS buildings and development of 1200 buildings under Pradhan Mantri Awas Yojana in Pratap Vihar Awas Yojana
BOQ Items
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)
680
-
5200
Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of 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). (5.33+5.34.1)
1477
-
6935.22
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
2285
-
5600
Class-150 fly ash 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
23.5
-
4144.5
Same as above but M-25 grade RCC (5.33.1)
351
-
6875.26
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete 5.9.1
1450
-
244.88
Same as above but M-25 grade but in supper stucture Floor 5Level RCC (5.33.2)
3240
-
8081.88
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (5.9.3)
13330
-
595.81
Same as above Extra item no. 5 but in Lintels ….. (5.9.5)
17765
-
474.66
(d)Columns, Pillars, Piers, Abutments, Posts and Struts.(DSR2016-5.9.6)
10690
-
630.76
Edges of slabs and breaks in floors and walls (5.9.16.1)
850
-
148.94
Stairs, (excluding landings) except spiral-staircases (5.9.7)
360
-
535.03
(d) For lintels ( RCC mix 1:1½:3) (i) Ground Floor and First Floor
83
-
7400
(ii) Second Floor
41.5
-
7474
(iii) Third Floor
41.5
-
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
3232
-
5600
(ii) Second Floor
1543
-
5656
(iii) Third Floor
1552
-
5712
Class-150 fly ash 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
1763.5
-
4684.5
(ii) Second Floor
825
-
4731.35
(iii) Third Floor
881.5
-
4778.2
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
627
-
4927.5
(ii) Second Floor
313.5
-
4976.78
(iii) Third Floor
512
-
5026.05
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
520
-
6350
(ii) Second Floor
260
-
6413.5
(iii) Third Floor
260
-
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
189.5
-
7000
(ii) Second Floor
94.75
-
7070
(iii) Third Floor
94.75
-
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 )
10560
-
28.41
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
160
-
6250
(ii) Second Floor
80
-
6312.5
(iii) Third Floor
80
-
6375
Providing & fixing PVC chicken wire mesh including supply of all materials, labour T&P ctc. Required for proper completion of the work.
1240
-
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
17640
-
154.4
(ii) Second Floor
8820
-
155.94
(iii)Third Floor
11070
-
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
17640
-
169.4
(ii) Second Floor
8820
-
171.09
(iii) Third Floor
11070
-
172.79
SMOOTH Finishing of the exposed surface of rcc work with 6mm cement mortar 1:3 cement and fine sand dsr 5.23
9890
-
138.05
Cinder Finishing of the exposed surface of rcc work with 6mm cement mortar 1:3 cement and fine sand dsr 5.23/18
(i) Ground Floor and First Floor
79.5
-
704.8
(ii) Second Floor
79.5
-
711.85
(iii) Third Floor
79.5
-
718.9
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 11.36/18(300X300mm) over KITCHEN TOP
210
-
866.35
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
5420
-
642.97
(ii) Second Floor
2710
-
649.4
(iii) Third Floor
2710
-
655.83
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
1685
-
642.97
(ii) Second Floor
675
-
649.4
(iii) Third Floor
675
-
655.83
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)
850
-
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
870
-
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
1090
-
540
(ii) Second Floor
1015
-
545.4
(iii) Third Floor
1040
-
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
480
-
150
(ii) Second Floor
240
-
151.5
(iii) Third Floor
240
-
153
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
300
-
50
(ii) Second Floor
150
-
50.5
(iii) Third Floor
10
-
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
9460
-
60
(ii) Second Floor
4730
-
60.6
(iii) Third Floor
4730
-
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
9460
-
141.59
(ii) Second Floor
4730
-
143.01
(iii) Third Floor
4730
-
144.42
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
21185
-
18
(ii) Second Floor
10592
-
18.18
(iii) Third Floor
10592
-
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
5860
-
70
(ii) Second Floor
2930
-
70.7
(iii) Third Floor
2930
-
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.
3650
-
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 2018
1200
-
203.96
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. DSR12.22/18
120
-
209.8
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
1790
-
400.28
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
1670
-
1400
(ii) Second Floor
840
-
1414
(iii) Third Floor
855
-
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
1670
-
400
(ii) Second Floor
840
-
404
(iii) Third Floor
855
-
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
960
-
460
(ii) Second Floor
478
-
464.6
(iii) Third Floor
478
-
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.
480
-
60
(Part -B) Development of 480 houses 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 groving the wall all complete. 40mm dia
1060
-
289.01
25mm dia
1440
-
237.5
15mm dia
3240
-
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)
1680
-
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 2018 (580X440)
480
-
4660.85
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
850
-
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
1200
-
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.
1920
-
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
1440
-
310
(ii) Second Floor
1080
-
313.1
(ii) Third Floor
990
-
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
7690
-
250
(ii) Second Floor
3850
-
252.5
(ii) Third Floor
4350
-
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
360
-
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.
120
-
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.
120
-
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
1440
-
474.85
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
480
-
457.65
Supply and fixing DTMT grating for Nahani trap of approved make including supply of all materials, labour T&P ctc. required for proper completion of the work.DSR 18.58.1.2/18
1440
-
49.3
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 (480 no @500 litre = 1400.00 litre) (PWD SI no- ch - 19 /2)
240000
-
6.96
Construction of brick masonary inspection chambers + 61mX45m 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-18/19.30.1
120
-
5211.44
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-18/19.29.1
120
-
8467.28
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-18/19.2.2
260
-
858.96
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm nominal bore DSR 18.17.1
480
-
427.4
(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)) 2018
4320
-
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 colour wash (E/M SI N0-133(c))/18
960
-
708
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)/18
480
-
585
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))
1920
-
335
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
1920
-
625
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)
7920
-
217
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)
8400
-
290
S&F of 6 Amp to 32 Amp M.C.B.(10K) SOR No 1002 CAT-B
5760
-
206
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 B
1920
-
1575
S&F of 40 Amp S.P. Isolater SOR No 1004 (A) CAT B
480
-
250
S/L OF PVC CONDUIT COMPLETE WITH BEND 25MM DIA.SI 149(A)
21600
-
72
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)
20
-
4076
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)
300
-
90
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(including Royality)
3860
-
312.6
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).
3860
-
22
Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to chamber and consolidating with road roller including making good the undulations etc. and re-rolling the sub-grade and disposal of surplus earth lead upto 50 mtrs.
9960
-
40.65
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.
1710
-
3343
Providing & laying spreading and compacting graded stone aggregate to wet mix macadam(WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density, MORT&H - 406.
322
-
3583
Providing and applying primer coat with 80/100 bitumen emulsion on prepared surface of granular base including cleaning the road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means including supply of all materials, labour, T&P etc. required for proper comletion of the work as per clause 406 of MOSRT&H specifications and as per direction of the Engineer-in-charge (A.R.)
1430
-
33.5
Providing and applying tack coat with 80/100 bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg. per sqm on the prepared bitumeneous / granular surface cleaned with mechanical broom including supply of all materials, labour T&P etc. required for proper completion of the work as per clause 503 of MOSRT&H specification and as per direction of the Engineer in charge (A.R.)
2860
-
11.3
Providing and laying compacted dence graded bitumenous mecadam on prepared surface with 100-120 tonnes per hour batch type Hot mix plant producing an average ouput of 75 MT per hour using 4.25% bitumen and crushed agregated of speccified grading-II(19 mm Nominal Size), transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and aligment,rolling with smooth wheeled vibratory (8-10 tonnes) roller for initial brake down rolling finish rolling by smooth wheeled tondom roller (8-10 tonnes ) to achieve the desired compaction, including supply of all materials, labour T&P etc. required for proper competion of the work as per clause 504 of MOSRT & H specification sand as per direction of the Engineer in charge (A.R.)
72
-
8104
Providing and laying compacted bitumenous concrete with 100-120 tonnes per hour batch type Hot mix plant producing an average ouput of 75 MT per hour using crushed agregated of speccified grading-I premixed with 60/70 bitumenous binder @ 5.00 % by weight of total mix and hydrated lime @ 2% by weight of total mix, transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and aligment, rolling with smooth wheeled vibratory (8-10 tonnes ) roller for intial brake down rolling,k finish rolling by smooth wheeled tondom roller (8-10 tonnes ) to achieve the desired compaction, including supply of all materials, labour T&P etc. required for proper completion of the work as per clause 509 of MOSRT & H specification sand as per direction of the Engineer in charge. (A.R.)
60
-
8818
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
8551
-
693
62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, ardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.DSR 11.5/2018
417
-
714.88
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
2116
-
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
425
-
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
688.6
-
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.
541
-
5600
PARKS
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
831
-
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
111
-
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
339
-
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
145
-
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
41
-
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.
517
-
5600
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)
3103
-
312.6
Class-150 Fly ash 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
199
-
4144.5
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 SI.No-584+diff.)
1730
-
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
2172
-
141.59
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
865
-
70
SEWERS
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.
4868
-
181.7
Same as above item (1a) but for 1.5to 3.0 MBGL
977
-
229
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
210.39
-
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/DSR 2.18.1/2018
780
-
111.55
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-18/19.13.1.1
135
-
39081.1
Extra depth for circular manhole 1.5m internal dia (at bottom) with beyond 2.3m to8.0m.DSR-18/19.14.1
68
-
-16776.39
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
1360
-
832.42
1.5-3.0 MBGL
240
-
861
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
150
-
373.93
Water Line
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.
1397
-
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.
140
-
6250
P/F brass 20 mm nominal bore ferrule with C.I. mouth cover including boring and trapping the main.DSR-18/18.20.2
150
-
292.6
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-18/18.31.1.1
32
-
3419.53
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-18/18.33.1
12
-
7985.21
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-18/18.36.2
12
-
7614.08
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-18/18.59.3
12
-
7043.59
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..
1862
-
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-18/18.12.3
125
-
313.4
Tubewell
CONSTRUCTION OF TUBE WELL PUMP ROOM
Drilling of 500mm dia Bore by direct rotary percussion pnematic hydraulic jet machine Reverse rotary method as found suitable as per site a) 0.00 M to 60mSi No: MR
120
-
1125
b) 60.00m to 90 m
Si No: MR
60
-
1170
c) 90.00m to 150mSi No: MR
120
-
1215
Transportation of rig machine, air compressor O.P. Unit, pipes etc. complete
Si No: MR
1
-
58500
Water arrangement for drilling, O.P. Unit, pipes etc. complete.
Si No: MR
1
-
31500
(a)Supply of Tube Well assembly including all expenses complete upto site of work conforming IS : 6589, 3580/1976 etc.
300mm dia M.S. E.R.W. Blind pipe 8mm thickness complete. Si No.: MR
180
-
4544.04
(b)300mm dia M.S. E.R.W. Slotted pipe 8mm thickness complete. Si No.: MR
120
-
4544.04
(c)300mm dia Ring Si No.: MR
60
-
1530
(d)300mm dia Socket for Johnson Screen Si No.: MR
20
-
5850
(e)300mm dia Housing clamp. Si No.: MR
2
-
2250
(f)300mm dia well cap Si No.: MR
2
-
1710
(g)300mm dia M.S. Well Plug. Si No.: MR
2
-
1275
(a)Lowering of Tube assembly as per direction of by E/I. complete.
Lowring of 300mm dia M.S. Pipe Si No.: MR
180
-
225
(b)Lowering of Johnson Screen Si No.: MR
120
-
180
(c)Supply and Packing of 1.5mm to 4mm Size Pea gravel. Si No.: MR
60
-
2520
(a)Devlopment of Tube Well by air compressure
Development of Tube Well Si No.: MR
120
-
855
(b)Development of Tube Well by O.P. Unit Si No.: MR
200
-
765
Geophysical investigation of the acquifer by electrologing system with all tool and plant as necessary including submission of report in triplicate. Si No.: MR
2
-
27900
Yield test for sand free discharge Si No.: MR
2
-
19800
Collecting sample of water for bacteriological and chemical test as per S.I. 10500 Si No.: MR
2
-
18900
S/Installation of submerssible type pump and motor 500 lpm discharge 60 m head three phase I.S.I. Mark Kirloskar, Pump etc. as approved by Engineer Incharge complete. Si No.: MR
2
-
90000
S/F of 150mm dia column assembly indicating pipe, N.R.V. Sluice Valve all Specials etc. upto pump house complete. Si No.: MR
2
-
144000
150mm dia M.S. Clamp Si No.: MR
2
-
450
S/erection of electronic/electro mechanical type chlorinating plant of 100 litres capacity suitable to Inject Bleaching powder solution upto 10 Kg./cm2 pressure complete in all respect including installation commission and testing etc. complete. Chlorinator plant include following-
Pump : Pump should be a capacity of inject liter per Hr. of Bleahing powder solution in pipe line at pressure of 10 Kg/cm2 as per SI 5639, pump shall be capable to in fect required doseg bleaching powder solution in pipe line at apressume of 10 Kg/cm2 as per IS 5639 complete. Motor : 3 Phase 415 V50 Cycle/Sec. Starter : Automatic D.O.L. Type of suitable capacity. Power Wiring : 3 Phase of suitable size copper cable should be done from TPIC Switch Filter Reinforced Polymer Tank : 150lt. capacity of good quality reputed which make should be approved by E/I. Test Kit : One Packet size test kit to test the residual chlorine at the remote end. Si No.: MR
2
-
100000
Suply installation testing and commissioning of electric panel board for tube well duly internally wired made of 14 S.W.G. Sheet with 2 coat of finish painting with powder coating and fitted with following. MR6.3 amp. TPN MCCB 0 to 500 Volts 90x96 sqmm V Meter with Selector 0 to 63 Amp. 96x96mm Sq. A meter with 100/5 Amps. 15 V ACL / CTS and Sector Switch (10 Set) Phase indicating lamps shall be protected by 2 amp. S.P. Mem (60 Set) (a) 100A TPN Al. Bus BarOut going with 2 Nos. suitable relating MPCB For 15 H.P.D.O.L. starter and outgoing feeder to tube well pump motor (including / no stand by) Each compartment contain auto / manual selector switch indicator push tollon lamps with MCB for ON/OFF/TRIP of Motor. Si No:
2
-
67500
S/Installation 10 sqmm copper cable foS/Instllation 10sqmm copper cable for Ductable Pump complete. Si No.: MR
300
-
189
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