Bulandshahr Development Authority Tender
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Bulandshahr Development Authority Tender
Civil Works Others
Eprocure
Opening Date31 Oct 2020
Closing Date23 Nov 2020
Tender Amount₹ 2,73,00,000
Costs
EMD
₹ 5,46,000Document Cost
₹ 3,540Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_BDAB_517490_8Bid Award Id
ViewTender No
7000/BDA/20-21 Dt 26-09-2020 TBTender Authority
Bulandshahr Development Authority ViewPurchaser Address
-Website
http://http://bdabulandshahar.in/
GEM & Bid Advisory Services
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BOQ Items
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Earthwork in cutting or in embankment in ordinary soil, excavation to be done in regular pits not exceeding 0.50 M in depth and earthwork in embankment to be in 20 cm layers including ramming and cartage of earth from 8 km. distance and including loading, unloading and royalty of earth charges etc. required for proper completion of the work as directed by E/I. [S.I. No. - 253 (a)+261(b) + 231 (a)]
1214.4
-
269.7
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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 . (S.I No- 281)
237.56
-
5820
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RCC work with cement, approved coarse sand and 2cm gauge approved stone ballast in the proportion of 1:1.5:3 in raft foundation 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 centring and shuttering etc. and supply of all material labour,tools and plants etc. required for proper completion of the work including cost of binding wire the rate excluding making of drip course which shall be paid extra. (Based on SI No. 287)
1
-
7378.7
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RCC work with cement, approved coarse sand and 2cm gauge approved stone ballast in the proportion of 1:1.5:3 in slab 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 centring and shuttering etc. and supply of all material labour,tools and plants etc. required for proper completion of the work including cost of binding wire the rate excluding making of drip course which shall be paid extra. (Based on SI No. 284)
25.68
-
8528.7
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RCC work with cement, approved coarse sand and 2cm gauge approved stone ballast in the propration of 1:1.5:3 in T-beam and slab 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 centring and shuttering etc. and supply of all material labour,tools and plants etc. required for proper completion of the work including cost of binding wire the rate excluding making of drip course which shall be paid extra. (Based on SI No. 288)
429.53
-
8778.7
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RCC work with cement, approved coarse sand and 2cm gauge approved stone ballast in the propration of 1:1.5:3 in Column 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 centring and shuttering etc. and supply of all material labour,tools and plants etc. required for proper completion of the work including cost of binding wire the rate excluding making of drip course which shall be paid extra. (Based on SI No. 289)
172.93
-
8778.7
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M-150 Brick work in 1:6 cement and Fine sand 1.25 FM mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of work (S.I. No.-303)
29.41
-
4400
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M-150 Brick work in 1:3 cement and Fine sand 1.25 FM mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of work (S.I. No.-306)
32
-
4800
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M-150 Brick work in 1:3 cement and coarse sand 2.25 FM mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of work (S.I. No.-307)
90.14
-
5150
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M-150 Brick work in 1:4 cement and coarse sand 2.25 FM mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of work (S.I. No.-305a)
90
-
4950
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M-150 Brick work in 1:6 (one cement & 6 coarse sand) mortar in super structure including necessary cutting and molding of bricks as required thickness of walls not to be less than one brick including supply of all materials, labour, tools and plants etc. required for proper completion of work (Based on S.I. No.-303+309+310)
171.74
-
5320
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M-150 Brick work in 1:4 (one cement & 4coarse sand) mortar in super structure including necessary cutting and molding of bricks as required thickness of walls not to be less than one brick including supply of all materials, labour, tools and plants etc. required for proper completion of work (S.I. No.-305a+309+310)
294.27
-
5540
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M-150 Brick work in 1:4 (one cement & 4 coarse sand) mortar in super structure including necessary cutting and molding of bricks as required thickness of walls not to be less than half brick including supply of all materials, labour, tools and plants etc. required for proper completion of work (S.I. No.-305a+309+310a)
233.21
-
5590
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2.5 cm thick Damp Proof Course with cement concrete consisting of 1 part cement, 1.5 part coarse sand and 3 part 10 mm gauge stone grit including water proofing compound including supply of all materials, labour, tools and plants etc. required for proper completion of work (S.I. No.-361)
16.82
-
330
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Providing and fixing structural glazing comprising of almn. extrusions anodized with natural color in A-25 grade or pure polyester powder coating of approved shade as approved by the Architect, heavy duty aluminum extruded section of approved make conforming to alloy 63400 WP, fixing transom and mullions to structure through adequately designed MS brackets, supplying & fixing of toughened glass with aluminum sections using Double sided adhesive tape & Structural silicone of Dow Corning Grade 795/ GE make. (Cost of structural steel shall be paid separately). (MR)
90
-
5227
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Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (PartI) 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: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. (DSR No.-9.21.2)
45.36
-
1511.1
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Providing and fixing 300X16MM size alluminium sliding door bolts is marked anodised(anodic coating not less than grade AC 10as per IS:1868)transparent or dayed to required colour or shade with nuts and screw etc.complete (DSR No. 9.96.1)
12
-
213.5
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P/f 300x10mm size alluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per ISI : 1868) transparent or dyed to reuired colour or shade with necessary screw etc.complete. (DSR No. 9.97.1)
22
-
97
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Providing and fixing 125 mm size alluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per ISI:1868) transparent or dyed to reuired colour or shade with necessary screw etc.complete. (DSR No. 9.100.1)
36
-
49.5
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M.S. or iron work in M.S. grills and staircase railing etc wrought to required from supply steel bolts ,nuts wastage etc. and their fixing required for proper completion of the work. (SI No. 502A)
7.5
-
6350
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Providing and fixing brick koba 12mm thick laid with M150 class brick bat coba 7.50cm. Thick with gap of 15 mm to each other over 20cm. Thick base of cement mortar 1:4 cement and coarse sand mix with waterprofing compound spreding cement slurry mixed with aerclic cement concrete waterprofing compound filed gaps of coba and top of coba mortar mixed with waterprofing compounding 1;4 cement and coarse sand mortar finished smooth and top mashed false square 30cmx30cm and side wall parapet shall be monotythic plaster wall up to 30cm. higher and junction and corner shall be rounded by brick ballast cement coarse sand masonary coba with top finished plaster mixed with acetic water proofing compound @2%by weight & including s/o all amterials ,labour T&P etc. complete. (SI No. New Item)
1074.96
-
900
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M.S.(tor steel or plain) in plain work such as RCC or RB work including bending for propers shape as necessary including bending for proper complition of the work and including supply of all steel & wastage, bends hocks and authorised over laping shall be mesured. (DSR No. 5.22.1)
478.21
-
6817
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Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from comercial mild steel sheet of 1.25mm thicness including hinges jamb,lock jamb, bead and if required angle thereshold of mild steel angle of section 50x25mm. Or base ties of 1.25mm.pressed mild steel welded or rigidly fixed together by machenical means ,adjustable lugs with split end tail to each jamb including steel butt hings 2.5mm.thick with mortar guards ,lock strick plate and sock abjorbers as specified and applying a coat of approved steel primer after pre treatment of the surface as directed by engineer incharge. Profile E section, Fixing with adjustable lugs with split end tail to each jamb (DSR No. 10.14.3.1)
358.8
-
406.9
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Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover. (DSR No. 10.6.1)
456
-
2444.7
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P/F ball bearing for rolling shutter (DSR No. 10.7)
152
-
348.6
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12mm thick cement plaster with Cement and fine sand of 1.25 fineness modules in 1:4 (1 cement and 4 fine sand) over brick work minimum thickness not to be les than 1cm. including supply of all material, labour, T&P etc., required for proper completion of the work. (DSR No. 13.1.1)
8275.34
-
221.6
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Add for extra labour to all items of plaster if done ceiling. (SI No. 587)
1021.92
-
15
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Engraving lines in plaster of outer face wall verticaly and horizontally to disply the surface as stone facing as directed by the engineer incharge including supply of all amterials labours ,tools,palant etc. required for proper complation of the work (Add for extre labour to all items of plaster) (SI No. 598)
713.38
-
26
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20mm thick rough cast exterior cement plaster on wall consisting 10mm thickness backing cast of 1:4 cement moratar (1cement :4 coarse sand)and 10 mm thickness finishing coat of 1:4 cement mortar (1 cement 4 coarse aggregate of size 6mm to 12mm)including arises chamfers and/or rounded angles not exceeding 80mm. (DSR No. 13.6.1)
1833.93
-
315.2
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Supply and fixing 6mm china white glazed tile in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry,jointing and polishing complete, including supply of all materials, labour and T&P etc. (SI No. 628)
144
-
900
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2.5 cm thick 1:2:4 plain cement concreete floor with cement approved corse sand & 2 cm graded approved stone grit laid in the panels finished with 3 mm floating coat of neat cement of cement and marble dust in ratio of 5:1 as specifide over and including 8 cm thick base concrete consistingb of cement fine sand of 1.25 fineness modules and brick ballast 4 cm gauge in the proportion of 1:6:12 and removing any overlaping mortor at the joints of the panels if any and giving them uniform finish including all labour T/P required for proper completion of the work. (SI No. 601B)
1297.92
-
480
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P/F Glass strips of 4.00 mm thickness in joints of floor at the time of laying labour T & P complete and 2.2 cm . Depth. (SI No. 631i)
1050
-
17
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S/F of kota stone flooring 20mm thick and joint filled with 1:2 cement and coarse sand with approved colouring material to be given an even shade with 20mm base coat (bedding)of 1;2 cement and coarse sand mortar and polish by hand or machine and finally finished with french manson polish or other approved polish tools and plants etc.required for proper completion of the work. (SI No. New Item 1)
619.9
-
950
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S/F 10 to 12 mm thick kota stone tile skirting or dado laid with 1:2 cement and coarse sand mortar finished with in its cemment colour slury jointing an dpolished of approved quality complete ,including supply of all amterials,labours ,tools and plant etc.required for proper completion of the work. (SI No. New Item 3)
15
-
920
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Finishing wall with water proofing cement paint of approved make and quality on new wood with two give an even shade including supply of all material ,labour,tools & plant etc. required for proper completion of the work. (SI No. 660)
1475.64
-
44
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Painting roofs or other iron work in large areas with one coat priming and one coat of approved (above one sq.metre)paint(british antesol or equivalent)including supply of all materials ,labour,tools and plant etc. required for proper completion of the work .paint to be used should confirm the ISI no.103-109. (SI No. 664)
294
-
53
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As in item no. 28 above but for every coat after first coat. (SI No. 645)
294
-
21
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Distempring (Two coat) with oil bond distemper of approved brand and manufecture and of required shade on undecorted wall surface to given an even shade over and including and priming coat with cement primer of approved brand and manufacture such as berger,J&N,shalimar,asian paint after throughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of paris or approved synthetic materials and sand paper smoth including supply of all materials ,labours,tools and plants etc.required for proper completion of the work. (SI No. 649+650)
6744.05
-
69
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Dismentling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the engineer incharge within a distance of 60 meter( brick koba) (SI N0. 692)
40.2
-
400
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Dismentling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the engineer incharge within a distance of 60 meter (parapet) (SI N0. 692)
13.87
-
400
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Dismentling of reiforced cement concrete or reinforced brick work including stacking of materials as directed by the engineer-incharge within a distance of 60 meter. (SI N0. 694)
3.6
-
800
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2O mm dia rebaring including driling and cleaning of holes depth 350 mm as directed by E/I required for proper completion of the work. (MR)
160
-
900
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S/F 3.2 MM thick fully glazed laminated window shutter of commercial quality ISI marked plywood including cost of fitting and glass panes but for single leaf as directed by E/I required for proper completion of the work. (SI No. New Item)
24.6
-
1700
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Add for plaster drip course/groove in plastered surface or molding to R.C.C. projections. (DSR No. 5.30)
8820
-
48.9
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Finishing wall with weather coat paint of approved make and quality on new wood with two give an even shade including supply of all material ,labour,tools & plant etc. required for proper completion of the work. (SI No. New Item)
1531.29
-
84
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Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5) coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). (DSR No. 5.14)
11.56
-
13826.3
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Providing and fixing White vitreous china Orissa pattern W.C pan of size 580x440 mm with integral type foot rest water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. (DSR No. 17.1.1)
2
-
4501.9
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Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with ISI marked white solid plastic seat and lid, 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. (DSR No. 17.2.1)
2
-
4368.6
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Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long, weighing not less than 88 gms (DSR No. 18.54.1)
1
-
96.7
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Providing and fixing PTMT bib cock of approved quality and colour. 15 mm nominal bore, 122mm long, weighing not less than 99 gms. (DSR No. 18.54.2)
8
-
134.5
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Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern. (DSR No. 17.4.2)
2
-
6375.4
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Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. (DSR No. 17.7.2)
2
-
2284.6
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Providing and fixing Chlorinate 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 including jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the 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.
-
-
-
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20 mm nominal outer dia Pipes (DSR No. 18.8.2)
80
-
423.1
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25 mm nominal outer dia Pipes (DSR No. 18.8.3)
40
-
492.7
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Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS:8931. (DSR No. 18.49.1)
8
-
347.9
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality
-
-
-
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25 mm nominal bore (DSR No. 18.17.1)
4
-
412.8
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20 mm nominal bore (DSR No. 18.17.1A)
4
-
382.1
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Providing and fixing 15mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 (DSR No. 18.53.1)
12
-
441.7
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Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. (DSR No. 18.53A)
16
-
50.8
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Providing and placing on terrace (at all floor levels) Polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement amd making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (DSR No. 18.48)
2000
-
7.3
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Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:
12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia (DSR No. 23.3.1)
50
-
498.5
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18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box
100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded
stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. (DSR No. 18.33.1)
4
-
9273.9
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Providing & fixing UPVC Floor trap of self cleansing design with stainless steel grating complete in all respects. (MR)
8
-
379.8
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Supply and burying earth electrode for lighting conductor of 600 mm x 600mm x 6 mmG.I. plate vertically for earthing with its top at least 3 meters below ground level complete with 20 mm dia. G.I pipe for watering funnel, 30 cm square C.I. frame with hinged cover masonary housing alternate layers of charcoal/ coke and salt at least 150 mm thick around etc as per directions of E/I complete in all respect. (PWD S.I. N0-706)
48
-
4650
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Wiring point for light with 1.5 Sqmm FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside PVC conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 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 (PWD SI N0-138(c))
243
-
610
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Wiring point for fan/fresh air fan with 1.5 Sqmm FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside PVC conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 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 (PWD SI N0-140(c))
181
-
671
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Wiring point for HPMV/ Power Plug with 1.5 Sqmm FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside PVC conduit pipe concealed in the wall complete and partly laid in slab alongwith the reinforcement before concreting] complete with 14 SWG GI earth continuity wire, 15 amp. piano type switch & socket on 3 mm. thick phenolic laminated backelite sheet etc.complete in all respect, as directed.including matching colour wash. (PWD SI N0-143(c))
208
-
925
... More
Wiring point for Plug with 1.5 Sqmm FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside PVC conduit pipe concealed in the wall complete and partly laid in slab alongwith the reinforcement before concreting] complete with 14 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. (PWD SI N0-141(c)
208
-
327
... More
Supply and wiring of submain with two number 4 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy duty (2 mm thick) PVC conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with one no. 2.5 sq. mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit including matching colour wash etc.complete in all respect. [S.I. No. 221(C)]
600
-
149
... More
Construction of granular sub base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing with mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve desired density complete as per technical specification clause 400.1. (Rate Analysis)
303.6
-
3366.5
... More
Providing and laying factory made chamfered edge 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all (pattern etc.) as per direction of Engineer-in-Charge. (DSR No. 16.91.1)
2024
-
734.7
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