Housing Urban and Rular Development Local Bodies Closing in 0 days TDR #22002909

Construction Of 264 Four Storeyed Bhawan In Village Hindalpur , Pilkhuwa , Hapur-Pilkhuwa Development Area Under Pmay

Issued by Local Bodies · HAPUR, Uttar Pradesh
Tender Value
10.60 Crore
Estimated cost
Bid Submission
09 Oct 2019
0 days left
EMD
24.21 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
HAPUR → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of 264 Four Storeyed Bhawan In Village Hindalpur , Pilkhuwa , Hapur-Pilkhuwa Development Area Under Pmay

BOQ

Name of Work: Construction of 264 four storeyed Bhawan in Village Hindalpur, Pilkhuwa, HAPUR-Pilkhuwa Development Area under PMAY
Sl.No.Item DescriptionItem Code / MakeQuantityUnits
11PART A :--- CIVIL WORKBI01010001010000000000000515BI0100001112
21.001Excavation in foundation in ordinary soil (Loam, Clay or sand) Including lift up to 1.50 m and lead up to 30 m and Including, filling watering and ramming of excavated earth into the trenches or into the space between the building and the side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30mtr. From the foundation trenches. 0-1.5m BGLBI01010001010000000000000515BI01000011133892Cum.
31.002Earthwork 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 lead up to 5 km . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30M distance as directed by the Engineer-in-charge, excluding the cost of royalty of [email protected] per cumBI01010001010000000000000515BI01000011141403Cum
41.003Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8Kms. from the site of work and including watering, dressing etc, labour and T&P etc. required for the proper completion of the work. saplings of girth up to 30cms. measured at a height of 1M. above ground level and removes of rubbish up to a distance of 50M. out side the periphery of area cleared.BI01010001010000000000000515BI0100001115236Cum.
51.004Concrete with 4cm. gauge stone ballast, coarse sand of 2.20 F.M and cement in proportion of 8:4:1 in foundation and under floors, including supply of all materials, labour, T&P etc. required for proper completion of the work.BI01010001010000000000000515BI0100001116294Cum.
61.005RCC work with cement, approved Coarse sand and 20mm stone grit in proportion of 1:1.5:3 in raft foundation and footings excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc. required for proper completion of the work, including cost of binding wire.BI01010001010000000000000515BI0100001117723.7Cum.
71.006M.S (Tor steel or plain) work in plain work such as RCC or RB work including bending for proper shape and including supply of steel and its wastage, bend, hooks and authorized over lapping shall be measured and including cost of binding wire.BI01010001010000000000000515BI0100001118996Qtl.
81.007M-150 brick work in 1:6 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all material, labour T&P etc. required for proper completion of the work as per direction of the work as per direction of Engineer-in-charge.BI01010001010000000000000515BI0100001119174Cum.
91.008Concrete with 4cm. gauge stone ballast, coarse sand of 2.20 F.M and cement in proportion of 8:4:1 in foundation and under floors, including supply of all materials, labour, T&P etc. required for proper completion of the work.BI01010001010000000000000515BI0100001120177Cum.
101.009RCC work with cement, approved Coarse sand and 20mm stone grit in proportion of 1:1.5:3 excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc. required for proper completion of the work, including cost of binding wire.BI01010001010000000000000515BI0100001121
111.01A) For Column WorkBI01010001010000000000000515BI0100001122
121.011(i) Ground Floor & First FloorBI01010001010000000000000515BI0100001123231.4Cum.
131.012(ii) Second FloorBI01010001010000000000000515BI0100001124115.8Cum.
141.013(iii) Third FloorBI01010001010000000000000515BI0100001125137.5Cum.
151.014B) For Lighter BeamBI01010001010000000000000515BI0100001126
161.015(i) Ground Floor & First FloorBI01010001010000000000000515BI0100001127309.5Cum.
171.016(ii) Second FloorBI01010001010000000000000515BI0100001128154.8Cum.
181.017(iii) Third FloorBI01010001010000000000000515BI0100001129227.6Cum.
191.018C) For Roof SlabBI01010001010000000000000515BI0100001130
201.019(i) Ground Floor & First FloorBI01010001010000000000000515BI0100001131528.9Cum.
211.02(ii) Second FloorBI01010001010000000000000515BI0100001132264.4Cum.
221.021(iii) Third FloorBI01010001010000000000000515BI0100001133276.3Cum.
231.022D) For Lintels (RCC mix 1:1½:3)BI01010001010000000000000515BI0100001134
241.023(i) Ground Floor & First FloorBI01010001010000000000000515BI010000113524Cum.
251.024(ii) Second FloorBI01010001010000000000000515BI010000113612Cum.
261.025(iii) Third FloorBI01010001010000000000000515BI010000113712Cum.
271.026M.S (Tor steel or plain) work in plain work such as RCC or RB work including bending for proper shape and including supply of steel and its wastage, bend, hooks and authorized over lapping shall be measured and including cost of binding wireBI01010001010000000000000515BI0100001138
281.027(i) Ground Floor & First FloorBI01010001010000000000000515BI01000011391504Qtl.
291.028(ii) Second FloorBI01010001010000000000000515BI0100001140752Qtl.
301.029(iii) Third FloorBI01010001010000000000000515BI0100001141899Qtl.
311.03M-150 class brick work in 1:6 cement and coarse sand of 1.25 fineness modulus mortar in super structure including supply of all material, labour T&P etc. required for proper completion of the work as per direction of the work as per direction of Engineer-in-charge.BI01010001010000000000000515BI0100001142
321.031(i) Ground Floor & First FloorBI01010001010000000000000515BI0100001143725Cum.
331.032(ii) Second FloorBI01010001010000000000000515BI0100001144363Cum.
341.033(iii) Third FloorBI01010001010000000000000515BI0100001145435Cum.
351.034Same as above item no. 12 but walls of ½ brick thick in 1:4 cement & coarse sand (F.M. 2.20) Mortar.BI01010001010000000000000515BI0100001146
361.035(i) Ground Floor & First FloorBI01010001010000000000000515BI0100001147723Cum
371.036(ii) Second FloorBI01010001010000000000000515BI0100001148363Cum
381.037(iii) Third FloorBI01010001010000000000000515BI0100001149363Cum
391.038M.S or iron work for fabrication of M.S gril & case railing wrought to required from including supply of steel and its wastage including cost of bolts, nuts it required for and welding, grinding and making holes as required of completion of the work.BI01010001010000000000000515BI0100001150
401.039(i) Ground Floor & First FloorBI01010001010000000000000515BI0100001151284.4Qtl.
411.04(ii) Second FloorBI01010001010000000000000515BI0100001152142.2Qtl.
421.041(iii) Third FloorBI01010001010000000000000515BI0100001153142.2Qtl.
431.042Same as in items 502 above but steel Z Section window excluding Glass panes.BI01010001010000000000000515BI0100001154
441.043Openable PanelBI01010001010000000000000515BI0100001155
451.044(i) Ground Floor & First FloorBI01010001010000000000000515BI010000115620.22Qtl.
461.045(ii) Second FloorBI01010001010000000000000515BI010000115710.11Qtl.
471.046(iii) Third FloorBI01010001010000000000000515BI010000115810.11Qtl.
481.047Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the 3cost of bolt etc complete.\n8.8.1 Wedge expansion type\n8.8.1.1 Fastener with threaded dia 6 mmBI01010001010000000000000515BI01000011595808Nos
491.048Cement concrete with 2cm gauge approved stone grit,coarse sand & cement in the proportion of 4:2:1 including supply of all materials,labour,Tools & plants etc.required for proper completion of the work.BI01010001010000000000000515BI0100001160
501.049(i) Ground Floor & First FloorBI01010001010000000000000515BI010000116124Cum.
511.05(ii) Second FloorBI01010001010000000000000515BI010000116213Cum.
521.051(iii) Third FloorBI01010001010000000000000515BI010000116313Cum.
531.052Providing and fixing PVC chicken wire mesh including supply of all materials,labour,Tools & plants etc.required for proper completion of the work.BI01010001010000000000000515BI0100001164703Sqm
541.05312mm thick cement plaster with 1:6 cement and approved coarse sand mortar over brick work minimum thickness not to be less than 1cm including supply of all material, labour, tolls and plants etc, required for proper completion of the work as per direction of Engineer-in-charge.BI01010001010000000000000515BI0100001165
551.054(i) Ground Floor & First FloorBI01010001010000000000000515BI010000116612472Sqm.
561.055(ii) Second FloorBI01010001010000000000000515BI01000011676237Sqm.
571.056(iii) Third FloorBI01010001010000000000000515BI01000011687236Sqm.
581.05712mm thick cement plaster with 1:6 cement and approved coarse sand mortar over brick work minimum thickness not to be less than 1cm including supply of all material, labour, tolls and plants etc, required for proper completion of the work as per direction of Engineer-in-charge. Add. For extra labour and materials for plaster over rough face of one brick wall.BI01010001010000000000000515BI0100001169
591.058(i) Ground Floor & First FloorBI01010001010000000000000515BI01000011706405Sqm.
601.059(ii) Second FloorBI01010001010000000000000515BI01000011713204Sqm.
611.06(iii) Third FloorBI01010001010000000000000515BI01000011723939Sqm.
621.061Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).BI01010001010000000000000515BI01000011737370Sqm.
631.062Supply and filling of cinder in sunken portion i/c supply of all materials, labour & T&P etc. required for proper completion of the work.BI01010001010000000000000515BI0100001174
641.063First FloorsBI01010001010000000000000515BI010000117530Cum.
651.064Second FloorBI01010001010000000000000515BI010000117630Cum.
661.065Third FloorBI01010001010000000000000515BI010000117730Cum.
671.0668.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels.\n8.2.1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble\n8.2.1.1 Area of slab upto 0.50 sqmBI01010001010000000000000515BI0100001178306Sqm
681.067Providing 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 mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigments etc., complete. 300x300 mmBI01010001010000000000000515BI0100001179
691.068(i) Ground Floor & First FloorBI01010001010000000000000515BI0100001180309Sqm.
701.069(ii) Second FloorBI01010001010000000000000515BI0100001181151Sqm.
711.07(iii) Third FloorBI01010001010000000000000515BI0100001182151Sqm.
721.07111.36 Providing and fixing Ist quality ceramic glazed wall tiles of size 200x300 mm 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, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. sqm 744.80BI01010001010000000000000515BI0100001183
731.072(i) Ground Floor & First FloorBI01010001010000000000000515BI0100001184402Sqm.
741.073(ii) Second FloorBI01010001010000000000000515BI0100001185201Sqm.
751.074(iii) Third FloorBI01010001010000000000000515BI0100001186201Sqm.
761.075Providing and Fixing of 4.00mmx3.00mm depth glass strips as below in joints of floor and skirting at the time of laying floor and skirting flushing with floor level including supply of all materials, labour & T&P etc. required for proper completion of the work.BI01010001010000000000000515BI0100001187504R.M
771.0764cm thick 1:2:4 plain Cement Concrete floor with cement, approved coarse sand and 2cm graded approved stone grit finished with 3mm (1/8”) floating coat of neat cement of cement and marble dust in ratio 5:1 as specified including removing any over lapping mortar at joints of the panels if any and giving them a uniform finish, including supply of all materials, labour, T&P etc. required for proper completion of the work. with out base concrete.BI01010001010000000000000515BI0100001188
781.077(i) Ground Floor & First FloorBI01010001010000000000000515BI01000011893847Sqm.
791.078(ii) Second FloorBI01010001010000000000000515BI01000011902107Sqm.
801.079(iii) Third FloorBI01010001010000000000000515BI01000011912203Sqm.
811.082.5 cm (1\") thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2 cm. (1\") graded approved stone grit, laid in panels finished with 3 mm. (1/8\") floating coat of neat cement of cement and marble dust in ratio 5:1 as specified over and removing any overlapping mortar at the joints of the penals if any and giving them a uniform finish, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.BI01010001010000000000000515BI0100001192
821.081(i) First FloorBI01010001010000000000000515BI010000119333Sqm.
831.082(ii) Second FloorBI01010001010000000000000515BI010000119433Sqm.
841.083(iii) Third FloorBI01010001010000000000000515BI010000119536Sqm.
851.084S/F of hexagonal fan box with hexagonal side of approx 80 mm in length fabricated from 16 SWG M.S. sheet incorporating 10 mm dia M.S. round bar duly bent for supporting fan hanger duly painted with red oxide and screwing arrengement with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all materials, labour, T & P etc. for proper completiom of work.BI01010001010000000000000515BI0100001196
861.085(i) Ground Floor & First FloorBI01010001010000000000000515BI0100001197264nos
871.086(ii) Second FloorBI01010001010000000000000515BI0100001198132nos
881.087(iii) Third FloorBI01010001010000000000000515BI0100001199132nos
891.088Providing and fixing 40mm dia & 300mm long I.S.I marked PVC water spout pipe in cement mortar 1:4 cement & coarse sand mortar etc all complete. .BI01010001010000000000000515BI0100001200
901.089(i) Ground Floor & First FloorBI01010001010000000000000515BI01000012016468nos
911.09(ii) Second FloorBI01010001010000000000000515BI01000012023234nos
921.091(iii) Third FloorBI01010001010000000000000515BI01000012033234nos
931.092Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.BI01010001010000000000000515BI0100001204
941.093(i) Ground Floor & First FloorBI01010001010000000000000515BI01000012056405Sqm.
951.094(ii) Second FloorBI01010001010000000000000515BI01000012063204Sqm.
961.095(iii) Third FloorBI01010001010000000000000515BI01000012073204Sqm.
971.096Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied@ 2.20 kg/10 sqm)BI01010001010000000000000515BI0100001208
981.097(i) Ground Floor & First FloorBI01010001010000000000000515BI01000012096405Sqm.
991.098(ii) Second FloorBI01010001010000000000000515BI01000012103204Sqm.
1001.099(iii) Third FloorBI01010001010000000000000515BI01000012113204Sqm.
1011.1Colour washing one coat using approved.Colouring material buff, blue, gray or brown shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work.BI01010001010000000000000515BI0100001212
1021.101(i) Ground Floor & First FloorBI01010001010000000000000515BI010000121310049Sqm.
1031.102(ii) Second FloorBI01010001010000000000000515BI01000012145025Sqm.
1041.103(iii) Third FloorBI01010001010000000000000515BI01000012155025Sqm.
1051.104Painting or varnishing work in small areas or new wood/steel work with one coat ready mixed priming paint and two coat or approved superior quality ready mixed paint or varnish including supply of all materials, labour. T&P etc. required for proper completion of the work. Paint to be used should confirm the ISI.No.103-1950. As per SOR. 641+642BI01010001010000000000000515BI0100001216
1061.105(i) Ground Floor & First FloorBI01010001010000000000000515BI01000012173374Sqm.
1071.106(ii) Second FloorBI01010001010000000000000515BI01000012181688Sqm.
1081.107(iii) Third FloorBI01010001010000000000000515BI01000012191688Sqm.
1091.108P/L (Brick coba treatment) integral cement based water proofing treatment including.... preparation of surface as required for treatment of roofs terrace, sunken portion horizontal surface and side wall etc. consisting of following operations applying and grouting a slurry coat of neat cement using 2.75Kg/sqm. of cement and mixed with proprietary water proofing compound confirming to IS 2645 over the RCC slab including cleaning the surface before treatment laying cement concrete using broken brick/bricks bats 25mm to 100mm size with 50% of cement mortar 1:4 (1cement 4coarse sand) and mixed with proprietary water proofing compound confirming IS 2645 to fequi4red slope and treating similarly the adjoining walls up to 300 height in the rounding of junctions of walls and slabs after two day days of proper curing applying second coat of cement slurry admixed with proprietary water proofing compound confirming IS. 2645 finish the surface with 20mm thick joint less cement mortar of 1:4 ( 1cement 4 coarse sand) and mixed with proprietary water proof compound confirming toBI01010001010000000000000515BI0100001220
1101.109IS 2645 and finally finish8ingthe surface with trowel with neat cement slurry and making of 300x300mm square. the whole terrace so finished shall be flooded on water for a minimum period of three weeks to during and for final test all above operations to be done in order and as directed and specified y the E./I with average thickness at Khurra 66mm.BI01010001010000000000000515BI01000012212231Sqm.
1111.11Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :12.21.1 In 75x75 mm deep chase.\nBI01010001010000000000000515BI0100001222180R.M
1121.111Making 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.BI01010001010000000000000515BI010000122366each
1131.112Providing 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 :\n(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.\n(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 48 hours.The rate includes preparation of surface, treatment and sealing of all joints,corners, junctions of pipes and masonry\nwith polymer mixed slurry.BI01010001010000000000000515BI0100001224790sqm
1141.113Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:\n9.21.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screwsBI01010001010000000000000515BI0100001225
1151.114(i) Ground Floor & First FloorBI01010001010000000000000515BI0100001226916Sqm.
1161.115(ii) Second FloorBI01010001010000000000000515BI0100001227459Sqm.
1171.116(iii) Third FloorBI01010001010000000000000515BI0100001228459Sqm.
1181.117Approximate cost of ISI marked oxidized iron fitting with screws for door & windows etc.(for estimate purpose only)BI01010001010000000000000515BI0100001229
1191.118(i) Ground Floor & First FloorBI01010001010000000000000515BI0100001230916Sqm.
1201.119(ii) Second FloorBI01010001010000000000000515BI0100001231459Sqm.
1211.12(iii) Third FloorBI01010001010000000000000515BI0100001232459Sqm.
1221.121Renewing panes of Glass in doors, window & ventilators or fixing in the new work with 4 mm thick Glass panes fixed with brads and putty including supply of all materials, labour, Tools & plant etc. required for proper completion of the work.BI01010001010000000000000515BI0100001233
1231.122(i) Ground Floor & First FloorBI01010001010000000000000515BI0100001234580Sqm.
1241.123(ii) Second FloorBI01010001010000000000000515BI0100001235291Sqm.
1251.124(iii) Third FloorBI01010001010000000000000515BI0100001236291Sqm.
1261.125Numbering of Flats with letter/no. writing including painting with one coat ready mixed priming paint and two coat or approved superior quality ready mixed paint or varnish including supply of all materials labour T&P etc.required for proper completion of work. =3x6=18BI01010001010000000000000515BI0100001237264Nos.
1271.1269.147B Providing and fixing factory made uPVC white colour fixed glazed windows/ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size\naccording to uPVCprofile), ,uPVC extruded glazing beads of appropriate dimension,EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if\nrequired) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc.BI01010001010000000000000515BI0100001238
1281.127After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately).Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.\n9.147B.1 Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) sqm 5399.70BI01010001010000000000000515BI010000123996Sqm
1291.1289.147D Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick\ngalvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile),appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy\n(white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg),G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash\nshall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc.After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer\nrod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.BI01010001010000000000000515BI0100001240
1301.129(Single / double glass panes, wire mesh and silicon sealant shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.\n9.147D.1 Two track two panels sliding window made of (small series) frame 52 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of\nwindow upto 1.75 sqm) sqm 5608.60BI01010001010000000000000515BI0100001241660sqm
1312Part B :-- Water Supply & Sanitation WorkBI01010001010000000000000515BI0100001242
1322.001Providing & fixing GI pipes complete with GI fittings and clamps, including cutting & making good the walls etc.BI01010001010000000000000515BI0100001243
1332.002Internal work- Exposed on wallBI01010001010000000000000515BI0100001244
1342.00340 mm diaBI01010001010000000000000515BI0100001245660Rm
1352.00425 mm diaBI01010001010000000000000515BI0100001246528Rm
1362.00515 mm diaBI01010001010000000000000515BI0100001247396Rm
1372.006Providing and fixing Chlorinated Polyvinyl Chloride (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, including cutting chases and making good the walls etc.\n18.8.2 20 mm nominal outer dia PipesBI01010001010000000000000515BI01000012481848Rm
1382.007Providing and fixing White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot restsBI01010001010000000000000515BI0100001249264Each
1392.008Providing and fixing on wall face unplaqsticised- PVC rain water pipes confirming to IS: 13592 TYPE A, including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.BI01010001010000000000000515BI0100001250
1402.009110 mm diameter pipeBI01010001010000000000000515BI0100001251624Rm
1412.0190 mm diameter pipeBI01010001010000000000000515BI0100001252660Rm
1422.011Providing and fixing on wall face unplaqsticised- PVC moulded fitting/ accessories for unplaqsticised- PVC rain water pipes confirming to IS: 13592 TYPE A,including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.BI01010001010000000000000515BI0100001253
1432.01212.42.3 Single tee with door\n12.42.3.2 110x110x110 mm each 181.55BI01010001010000000000000515BI0100001254264each
1442.01312.42.3 Single tee with door\n12.42.3.1 75x75x75 mm each 121.50\nBI01010001010000000000000515BI0100001255264each
1452.014Bend 87.5 degreeBI01010001010000000000000515BI0100001256
1462.015Plane short bend 90mm bendBI01010001010000000000000515BI010000125766Each
1472.016Plane short bend110mm bendBI01010001010000000000000515BI010000125866Each
1482.017Door short bend110mm bendBI01010001010000000000000515BI0100001259132Each
1492.018Providing and fixing rigid PVC Nahani trap of self cleaning design with complete i/c cost of cutting and making good the walls and floors.BI01010001010000000000000515BI0100001260
1502.0192) 110 mm inlet and 110 mm outlet.BI01010001010000000000000515BI0100001261528nos
1512.02Providing and fixing on wall face unplaqsticised- PVC rain water pipes confirming to IS: 13592 TYPE A, including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.BI01010001010000000000000515BI0100001262
1522.021110 mm diameter pipeBI01010001010000000000000515BI0100001263
1532.022(i) Ground Floor & First FloorBI01010001010000000000000515BI0100001264660Rm
1542.023(ii) Second FloorBI01010001010000000000000515BI0100001265264Rm
1552.024(iii) Third FloorBI01010001010000000000000515BI0100001266264Rm
1562.025Providing and fixing on wall face unplaqsticised- PVC rain water pipes confirming to IS: 13592 TYPE A, including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.BI01010001010000000000000515BI0100001267
1572.02690 mm diameter pipeBI01010001010000000000000515BI0100001268
1582.027(i) Ground Floor & First FloorBI01010001010000000000000515BI01000012691320Rm
1592.028(ii) Second FloorBI01010001010000000000000515BI0100001270528Rm
1602.029(iii) Third FloorBI01010001010000000000000515BI0100001271528Rm
1612.03Providing and fixing 90 mm dia Y junction heavy quality ISI marked including supply of all materials labour T&P etc.required for proper completion of work.BI01010001010000000000000515BI0100001272198Each
1622.031Providing and fixing 110 mm dia PVC terminal guard heavy quality ISI marked including supply of all materials labour T&P etc.required for proper completion of work.BI01010001010000000000000515BI010000127366Each
1632.032Providing and fixing 90 mm dia PVC terminal guard heavy quality ISI marked including supply of all materials labour T&P etc.required for proper completion of work.BI01010001010000000000000515BI010000127466Each
1642.033Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore \n\nBI01010001010000000000000515BI0100001275792Each
1652.034Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931\n 15mm nominal boreBI01010001010000000000000515BI0100001276264Each
1662.03518.58 Providing and fixing PTMT grating of approved quality and colour.18.58.1 Circular type\n18.58.1.1 100 mm nominal dia \nBI01010001010000000000000515BI0100001277792Each
1672.036Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. per litre 7.25UPVC Storage TankBI01010001010000000000000515BI0100001278132000Lit
1682.037Construction of brick masonry chamber of different internal size i/c s/o all material, labour T&P etc. reqd. for proper completion of work as per direction of E/I as per approved design & drawing of H.P.D.A. (A) 450x450x600 mmBI01010001010000000000000515BI010000127966Nos.
1692.038(B) 600x600x900 mmBI01010001010000000000000515BI010000128066Nos.
1702.039Addition or subtraction of ht of M.H. ofof different internal size manhole M-150 class B/W, 1:6 cement mortar, int. plaster 1:212, neat cement finished & 3 No. foot rest i/c s/o all mat lab. T&P etc. complete (A.R.)(0.60x0.60x1.00) m.BI01010001010000000000000515BI010000128114Rmt.
1712.04Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :testing of joints etc. complete :\n19.1.2 150 mm diameter\nBI01010001010000000000000515BI0100001282132Rmt.
1722.041Providing and fixing gunmetal gate valve withCI wheel of approved quality (Screwed end)BI01010001010000000000000515BI0100001283
1732.04225mm nominal boreBI01010001010000000000000515BI0100001284264Each
1743Part C :-- Internal Electricfication WorkBI01010001010000000000000515BI0100001285
1753.001Wiring point for light in PVC conduit with 1.5 sq. mm. FR PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit conduit partly concealed in the wall and partly laid slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire, piano type switch and ceiling rose/angle/ batten holder on 3 mm. thick phenolic laminated backlite sheet etc. complete in all respect, as directed including matching colour wash.BI01010001010000000000000515BI01000012861848Nos.
1763.002Same as Item No.1 but for Fan point.BI01010001010000000000000515BI0100001287528Nos.
1773.003Same as Item No.1 but Wiring point for call bellBI01010001010000000000000515BI0100001288264Nos.
1783.004Same as Item No.1 but for 5 Amp. Plug point.BI01010001010000000000000515BI01000012891584Nos.
1793.005Supply and fixing of power plug with 15A/250 volt flush type switch and 5 pin 15A/250V flush type universal socket in suitable M.S. box of 175mm x100 mm x 50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine\nscrew and cup washer.\nBI01010001010000000000000515BI01000012901056Nos.
1803.006Supply and wiring of 2 nos 2.5 sq.mm. FR but in but in 25 mm dia heavy duty (2 mm thick) PVC conduit FRLSH PVC insulated 1100V grade multistrand single core copper conductor cable partly concealed in wall & partly laid in slab along with reinforcement before concreting, with two number 14 SWG copperearth continuity wire including matching colour wash etc, complete in all respect \nBI01010001010000000000000515BI01000012915940Rmt.
1813.007Supply and wiring of submain with 2 nos 4 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in 25 mm dia heavy duty (2 mm thick) PVC conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with two number 8 SWG GI earth continuity wire including matching colour wash etc.complete in all respect\n\nBI01010001010000000000000515BI01000012925940Rmt.
1823.008supply and fixing of 6AMP to 32 AMP MCB (10KA).CAT BBI01010001010000000000000515BI0100001293792Nos.
1833.009S & F surface/Flush mounting 8ways SPN distribution board without additional metal door without MCB complete in all respect, as direct by Engineer in Charge.Cat BBI01010001010000000000000515BI0100001294264Nos.
1843.01S&F of 40 Amp. S.P. Isolator CAT BBI01010001010000000000000515BI0100001295264Nos.
1853.011S/F of PVC conduit pipe 25 mm dia in Roof and walls. Complete in all respectBI01010001010000000000000515BI01000012961320Rmt
1863.012159 Supply and fixing of switch box made up of 16 SWG (1.5 mm) thick M.S.sheet of 175 x 100 x 65 mm size duly painted with red oxide primer and flushed in wall including cutting of brick work, fixing it to the level with cement sand mortar, including matching colour wash with s/o all materials, labour and T&P required for proper completion of work as directed at site by the Engineer in charge.\nBI01010001010000000000000515BI0100001297528Nos.
1873.013Supply and fixing of switch box made up of 16 SWG (1.5 mm) thick M.S.sheet of 100 x 100 x 65 mm size duly painted with red oxide primer and flushed in wall including cutting of brick work, fixing it to the level with cement sand mortar, including matching colour wash with s/o all materials, labour and T&P required for proper completion of work as directed at site by the Engineer in charge.BI01010001010000000000000515BI0100001298264Nos.
1883.0141322 3 mm thick phenolic laminated sheet sq.cm 0.10BI01010001010000000000000515BI0100001299123800Sqcm
1893.015Supply and burying of 40mm dia x 4.5 metres long G.I. pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8 SWG GI wire in G.I. pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30 cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer in charge complete in all respect as per drawing.BI01010001010000000000000515BI010000130012Nos.
1903.016Supply and laying of 25mm x 3mm G.I. strip from earth electrode directly in the ground as required complete in all respect.BI01010001010000000000000515BI0100001301192Rmt

AI Tender Summary

OUR REF NO 22002909
AUTHORITY Local Bodies
TENDER VALUE 10.60 Crore
LAST DATE 09-10-2019
Authority
Authority Name Hapur Pilkhuwa Development Authority
Work Description Construction Of 264 Four Storeyed Bhawan In Village Hindalpur , Pilkhuwa , Hapur-Pilkhuwa Development Area Under Pmay
Basic Detail
Tender No 325/CE/HPDA/2019 Dt. 25-09-2019 TB
Bidding Type Tender
Location
City HAPUR
State Uttar Pradesh
Key Dates
Publish Date 01 Oct 2019
Submission Date 09 Oct 2019
Open Date 10 Oct 2019
Finance
Tender Value 10.60 Crore
Tender Fee 5900
EMD 24.21 Lakhs
Exemption Not Available
Document List
TdTb325_AdditionalConditions.pdf
Tendernotice_1.pdf
TdTb325.pdf
BOQ_560111.xls
0C5DD519-E27A-4FA8-8177-7ACAA55E00F2.html

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Tender Timeline

Oct 01, 2019
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 09, 2019
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 10, 2019

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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pdf

TdTb325_AdditionalConditions.pdf

pdf

Tendernotice_1.pdf

pdf

TdTb325.pdf

xls

BOQ_560111.xls

html

0C5DD519-E27A-4FA8-8177-7ACAA55E00F2.html

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