Moradabad Development Authority Tender

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Moradabad Development Authority Tender

Works

Eprocure

Moradabad, Uttar Pradesh

Opening Date15 Jan 2021

Closing Date2 Feb 2021

Tender AmountRefer Documents

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Costs

EMD
₹ 1,14,500
Document Cost
₹ 5,900
Tender Fee
Refer Documents

Description

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Tender Id
2021_MDA_546174_1
Bid Award Id
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Tender No
29/MDA/CE/2021
Tender Authority
Moradabad Development Authority View
Purchaser Address
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Website
http://etender.up.nic.in

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Documents

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Tender Notice-1419.8 kBTendernotice_1.pdf

Tender Notice

BOQ-1422.9 kBBOQ_828262.xls

Boq

Document-11.6 MB07.pdf

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BOQ Items

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TRANSPORTATION OF RIG MACHINETransportation of Rig machine with other material upto site and back store. (P.S.R.)

Quantity1

Rate-

Amount 19200

TRANSPORTATION OF TUBEWELL ASSEMBLYCarting of Tubewell assembly with loading and unloading of material.(P.S.R.)

Quantity1

Rate-

Amount 11520

TRANSPORTATION OF AIR COMPRESSOR &T&P Transportation of Air Compressor by Tractor with loading and unloading of T&P.(P.S.R.)

Quantity1

Rate-

Amount 11520

TRANSPORTATION OF O.P UNIT &T&PTransportation of O.P unit &T&P.(P.S.R.)

Quantity1

Rate-

Amount 11520

TUBEWELL ASSEMBLY- 200 mm dia MS ERW Housing Pipe having wall thickness of 7.1 mm

Quantity42

Rate-

Amount 2550

TUBEWELL ASSEMBLY-TUBEWELL ASSEMBLY150 mm dia MS ERW Blind Pipe having wall thickness of 7.1 mm

Quantity60

Rate-

Amount 1900

TUBEWELL ASSEMBLY-150mm dia MS ERW Slotted Pipe having wall thickness of 7.1 mm (P.S.R.)

Quantity18

Rate-

Amount 2800

TUBEWELL ASSEMBLY-200X150 mm dia M.S Reducer.

Quantity1

Rate-

Amount 4150

TUBEWELL ASSEMBLY-200 mm dia size M.S Ring.

Quantity8

Rate-

Amount 1600

TUBEWELL ASSEMBLY-150 mm dia M.S Ring.

Quantity20

Rate-

Amount 1270

TUBEWELL ASSEMBLY-150 mm dia Bail Plug.

Quantity1

Rate-

Amount 1725

TUBEWELL ASSEMBLY-150 mm dia center guide with 12 mm thick M.S Plate.

Quantity6

Rate-

Amount 920

TUBEWELL ASSEMBLY-200 mm dia M.S housing clamp.

Quantity1

Rate-

Amount 2300

TUBEWELL ASSEMBLY-200 mm dia M.S Tube Well Cap.

Quantity1

Rate-

Amount 1270

TUBEWELL ASSEMBLY-T.W.support I section suitable for 200 mm dia TW

Quantity1

Rate-

Amount 13500

DRILLING OF BORE & LOWERING OF T.W ASSEMBLY. Erection of Rig machine and camp equipage at site.

Quantity1

Rate-

Amount 22960

Drilling of 550 mm bore form GL to 45m BGL

Quantity45

Rate-

Amount 2175

Drilling of 450 mm bore form 45m BGL to 90m BGL

Quantity45

Rate-

Amount 2075

Drilling of 450 mm bore form 90m BGL to 120m BGL

Quantity30

Rate-

Amount 2213

Drilling of 450 mm bore form 120m BGL to 130m BGL

Quantity10

Rate-

Amount 2374

Dismentling of Rig machine and its T&P after completion of work. (P.S.R.)

Quantity1

Rate-

Amount 11345

Lowering fo 200mm dia MS Housingh Pipe from GL to 42m BGL.

Quantity42

Rate-

Amount 290

Lowering fo 150mm dia MS Blind/s;lotted Pipe from 42m BGL. to 90m BGL.

Quantity48

Rate-

Amount 374

Lowering fo 150mm dia MS Blind/s;lotted Pipe from 90m BGL. to 120m BGL.

Quantity30

Rate-

Amount 464

Supply of 1.6mm to 4.8 mm size pea gravel from lal kuan quarry. (as per IS-4097)

Quantity33

Rate-

Amount 4200

DEVELOPMENT OF TUBEWELL-Errection of Air Compressor (250 PST) and camp equipage.(P.S.R.)

Quantity1

Rate-

Amount 7680

Dismentling of above after Completion of work. (P.S.R.)

Quantity1

Rate-

Amount 3840

Development of Tubewell by 250 PSI Capacity Air Compressor (P.S.R.)

Quantity40

Rate-

Amount 2457.6

Erection of O.P Unit and Camp equipage. (P.S.R.)

Quantity1

Rate-

Amount 9600

Dismentling of above after Completion of work. (P.S.R.)

Quantity1

Rate-

Amount 4800

Development of Tubewell of O.P Unit. (P.S.R.)

Quantity80

Rate-

Amount 751.52

Part-C:CHLORINATION PLANT.

Quantity-

Rate-

Amount -

Supply and erectiion of 6 LPH capacity Electro mechanical type chloringation plant suitable to inject bleaching powder solution up to 10Kg. Cm2 pressure complete in all respectas directied by E/I.

Quantity1

Rate-

Amount 20000

Part-D Construction of Pump House.

Quantity-

Rate-

Amount -

Excavation 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 the 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 60M from the foundation trenches. SI No 251

Quantity26.22

Rate-

Amount 110

Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. SOR 19-20/ S.I. No.281

Quantity2.62

Rate-

Amount 5500

M-150 brick work in 1:6(one part of cement and six part of fine sand of 1.25 F.M ) cement mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of work. ( S.I NO. 303 CH-6)/2019-20

Quantity13.13

Rate-

Amount 4150

Brick work in super-structure in1:4 cement & coarse sand above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall one brick thick. (1:4 cement & coarse sand) ( S.I NO. 307a+309+310) 2019-20

Quantity16.32

Rate-

Amount 5315

2.5 cm Thick DPC of cement consisting of 1 part cement 2 part coarse sand and 4 part 13 mm graded stone grit and inclouding water proofing materials as orderd by the engineer incharge in the proportion as spacified by the manufacturer inculding supply of all materials, labour and T&P etc. required for proper completion work & including proper curing & shuttering as necessarry. (SOR 2020 Item no. 361B)

Quantity5.42

Rate-

Amount 240

R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in slab excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. S.I. 284A/2019-20

Quantity2.89

Rate-

Amount 7700

R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in lighter beam excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. Binding wire is to be supplied by the contractor free of cost. ( S.I NO. 289 CH-5)/2019-20

Quantity0.58

Rate-

Amount 7950

P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all 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 over lapping shall be measured upto floor two level. SOR 19-20/ S.I. No.504

Quantity5.4

Rate-

Amount 6100

S/F of hexagonal/round G P FAN BOX of approved make made up of 1.00mm thick isi marked G P sheet spot welded four to eight holes of 25.4 mm fshould be semi - shuttered typeor pipe entryof the box . Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover suly screwed fitted with 300mm round zink cted M.S Bar X 12mm & brand name should be embossed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work.(Electric SOR 2018/1149)

Quantity2

Rate-

Amount 150

Supply and fixing MANN on Mahaveer or other approved (ISI marked) Z Section single/double leaf openable sjhutters steel window with required shesh bass including supply and fixing of approvel heavy quality M.S. Hinges hendls 30cm long stay and hols fasts etc. complate wrought to required form including drilling hols, required welding where necessary and also including supply of steel fitting bolts nuts waslage and lasom etc and then fixing required for proper complation of wove ass per direction of engineer in charge including all matrial, labour T&P machinary royalty and all taxes etc complete as per directionof engineer in charge. (PWD SOR 2020 Chapter 10 item no 5)

Quantity52.16

Rate-

Amount 90

providing and fixing 1 mm. thick M.S. sheet garrage dorr with frame of 40x40x6 mm (1 1/2x1 1/2x 1/4'') angle iron, 3.15 mm 1/8'' thick M.S. gusset plates at the junctions and comers, including supply and fixing of necessary fittings. Lock rail of 37.5cm length. (PWD SOR 2020 Item no 517a) (a) Using M.S. Angle 40x40 mm for diagonal bracing.

Quantity1

Rate-

Amount 6500

Fabrication and fixing of M.S grill for window and stair case railing including supply of all material labour and T&P etc required for proper complition of the work SOR 2020 Item No. 502c

Quantity30

Rate-

Amount 64

12mm thick plaster in 1:4 cement and coarse sand mortar over brick work minimum thickness not to be less than 10mm including supply all materials labour t&P etc required for proper completion of work ( S.I NO. 584 CH-13)/2019-20

Quantity131

Rate-

Amount 180

2.5cm thick 1:2:4 plain cement concrete florr with cement approved coarse send and 2cm Graded approved stone grit laid in panels finished with 3mm floeting coel of neat cement or cement and marble dust in ratio of 5:1 as specified over and including 8cm thick base concrete consisting of cement fine sand of 1.25 fineness modulus end brick ballast 4cm gauge in the propertion of 1:4:8 and removing any over lapping mortar and the joints of the panels if any and giving then uniform finishing including supply of all materials, labour and T&P etc. required for proper completion of the work. (PWD SOR 2020 SI no 601)

Quantity24

Rate-

Amount 520

Providing and fixing glass strip in joints of floor 3.15 mm thick and 2.2 cm depth including supply of all material labour T&P etc. all comp. (PWS SOR SI no 631a)

Quantity45

Rate-

Amount 20

Finishing wall with water proof cement paint of approved make and quality on new work with three coat including primer coat to give an even shade including supply of all materials, labour, tools and plant etc. required for proper completion of the work. SOR 19-20/ S.I. No.660+661

Quantity135

Rate-

Amount 73

providing an laying brick coba 12mm thick laid with M-150 class brick bats coba 7.5 cmm thick with gap 15mm to each other. Over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aeretic cement concrete wather proofing compound filled gaps of cobe & top of cobe mortar mixed with water proofing compound in 1:4 cement and carse sand mortar finished smooth & top masshed false square 30cmxcm and side wall parapet shall be mono tythic plaster wall upto 30cm higher and junction and coner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acetic water proofing compound @2% by weigth & including S/o all material, labour, T&P etc complete for proper comietion of work. (PWD SOR 2020 chapter 11 New item no 3)

Quantity24

Rate-

Amount 1050

Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work.SOR19-20/ S.I. No. 1A+2+4(iii) = 18+26+21

Quantity14.4

Rate-

Amount 80

construction masonry chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1cement: 4 coarse sand) for sluice valve, with C.I. Surfacr box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal sixe), i/c necessary excavation, foundation concrete 1:5:10 (1cement: 5 fine sand : 10 graded stone aggregate 40mm nominal sixe) and inside plastering with cement mortar 1:3 (1 cementt: 3 coarse sand ) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. DSR 2019/18.33

Quantity2

Rate-

Amount 7709.37

supply and Fixing of 10 cm internal dia P.V.C down pipe 6 kg/per sq. cm Pressure everst of charminar make or any standard company complete whith bands with door at top and plain at bottom and grafing and including supply of necessary M/S. Clamps 2.5cm x 3mm fixed to walls with and including supply of 10 cm long 6mm dia Nots and bolts including washers of required sixe all materials, labour and T&P etc. required for proper competion fo the work and also including repir of plaster, pointing etc. if damaged during fixing of the pipe. SOR 2020/730A

Quantity15

Rate-

Amount 330

S/F of 3.8mm to 4.7mm thick glass pane of approved quality with bracket and fitting for window and ventilater of Z section or where ever is required on other place inclduing all them etc. CH-19 New item 2B

Quantity3

Rate-

Amount 600

Wiring point for light with 1.50 sq mm FRLSH PVC insulated multistandard single core copper conductor cable in heavy PVC conduit pipe with 1.5sq mm FRLASH PVC insulated multistrand copper conductor cable as earthwire drawn side partly concealed in the wall and partly laid in slab along with the reinforcement before concretiiong, complete with 14 SWG copper earth continuity wire, GP Box, piano type switch & celing rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc. complete in all respect as directed including matching colour wash. (electic SOR 2018/138c.

Quantity8

Rate-

Amount 610

Wiring point for fan/ fresh air fan (light duty exhaust fan) with 1.5 sq. mm Frlsh PVC insulated multistrand single cor copper conductor cable in heavy PVC conduit pipe partly concealed in wall and partly laid in slabe alongwith the reinforcement before concretiong, complete with 14 SWG copper earth continuity wire, GP Box, piano type switch & ceiling rose on 3mm. thick backelite sheet etc. complete in all respect including matching colour wash.(electic SOR 2018/140c.

Quantity2

Rate-

Amount 671

Wiring point for plug with 1.5 sqmm Frlsh PVC insulated multistrand single cor copper conductor cable in heavy PVC conduit pipe steel conduit partly concealed in wall and partly laid in slabe alongwith the reinforcement before concretiong, complete with 14 SWG copper earth continuity wire, GP Box, piano type switch & ceiling rose on 3mm. thick backelite sheet etc. complete in all respect including matching colour wash.(electic SOR 2018/141c.)

Quantity1

Rate-

Amount 327

S/E of button/Angle holder complete in all respect SI no. 405 electic SOR 2018

Quantity3

Rate-

Amount 60

Wiring point for H.P.M.V/ sodium vapour lamp with 1.5 sqmm FR PVC insulated multistandard single core copper conductor cable in heavy PCV partly concealed in wall and partly laid in slabe alongwith the reinforcement before concretiong, complete with 14 SWG copper earth continuity wire and 15 A piano type switch etc. complete in all respect including matching colour wash.(electic SOR 2018/143c.)

Quantity1

Rate-

Amount 925

Supply and fixing of 32 amp D.P metal clad rewireble type switch fuse uit on MDFEG/teak wood board complete in all respect cat-B SI No 305

Quantity1

Rate-

Amount 1440

Supply and burying of 600mm x 600mm x 6mm G.I. plate vertically for earthin with its top at least 3 metres below ground level complete with 20 mm dia G.I. pipe and funnel for watering and one earthing lead of two no. 8 to 10 SWG GI wire in 15mm dia G.I. pipe up to switch board (form appron to switch board the cost of G.I. pope and G.I. wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respect. (electic SOR 2018/703.)

Quantity1

Rate-

Amount 5380

(Part-E) ESTIMATE OF RISING MAIN SIZE

Quantity-

Rate-

Amount -

Quantity34.5

Rate-

Amount 110

Providing and laying of 150 mm dia S & S Centrifugally cast spun/ ductile Iron pipes complete in all respect DSR2019/18.72.2 (i) 150 mm dia Ductle Iron class. K-7 pipe

Quantity40

Rate-

Amount 1320.15

Providing and laying S&S C.I. standerd Specials upto 300 such as Tees Bends Collers, Tappers and end cap suitable for flanged joints as per IS :13382.DSR2019/18.66.1

Quantity10

Rate-

Amount 6181.63

Supply of following size of C.I D/F sluice valve as per I.S 780-1960 tested to 10 Kg/Sq cm including fixing in pipe line, trenches, jointing and testing complete including nuts and rubber gasket. DSR2019/18.31.3.1 (a) 150mm dia

Quantity1

Rate-

Amount 4844.37

Construction masonry chamber 90x90x100 cm inside. In brick work in cement moter 1:4 (1 CEMENT: 4 coarse sand) for sluice value. With C.I. surface box 100 mm gtop diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mx (1 cement : 2 coarse sand ;4 graded stone aggregate 20 mm 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 calss designation 7.5 (DSR 2019/18.33)

Quantity1

Rate-

Amount 13391.34

Providing Flanged Joint to double flanged D.I. pipe and specials including testing of joint.150mm dia DSR2019/18.30.4

Quantity15

Rate-

Amount 271.74

R.C.C. with 20mm grit c.sand and cement in ratio of 4:2:1 in thrust block complete in all respect SOR2020/287

Quantity2.53

Rate-

Amount 6600

Quantity2

Rate-

Amount 6100

Part-F External Electrification for Tube Well.

Quantity-

Rate-

Amount -

Supply and erection of 11KV H.T. Transmission line including all material i.e poles overhead conductors (ACSR/weasel) nut bolt etc. complete in all respect required for site

Quantity900

Rate-

Amount 442

11/.433 KV , 25KVA substation including transformer double pole and the required material etc. complete in all respect required for site

Quantity1

Rate-

Amount 195700

Energy meter and cable board etc. complete in all respect required for site

Quantity1

Rate-

Amount 20000

75 More

Part A ( Construction of R.C.C. Over Head Tank)

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Supply of all material, labour and T&P etc. and construct an R.C.C. over haead tank of 225 KL and 22mt staging form 2.00 mt depth from G.L. (based on soil testing report and structrual designed by IIT) as per contractor design based on I.S. Code. The bearing capacity of the soil is 8mt/sq. mtr at 2.0 mtr depth. the free board in the tank will be kept 0.15 mtr. The steel to be use in the work of R.C.C. should be ISI marka. The rate shall be for the construction of the tank including supply of all materials sunderies etc. pipe and specials. labor and T & P including all complete for proper completion of the work with the following items. A. One meter wide balcony arround the tank at the middle ring beam level 0.60 m wide M.S. lader from top dome to the inside of the tank ladder upto bottom dome, of 50x50x6 mm dia plan bar at 20mm C/C welded. B. One meter wide seprate R.C.C. stair case outside supported over two colums for over head tank as on access to the balcony of the tank from G.L. and M.S. ladder 0.60 mt. wide from balcony to dome of the tank of 50x50x6 mm angle iron on 20mm dial plain bar at 20 cm C/C welded. C. 0.60 m wide M.S. ladder from top dome to the inside of the tank upto dome, of 50x50x6 mm angle iron and 20 plan bar at 20cc C/C welded. D. 1.00 meter dia ventilator of 50x50x6 mm angle iron or in on R.C.C. columns fitted at the crown of the top dome with fly of mosquito proof mesh over roof square expended metal jali or round mesh of size 3mm. E. 600x600 mm size M.S. manhole cover with locking arrangement fitted with 50x50x6 mm M.S. angle embedded in top dome at appropriate place. F. Two rows of G.I pipe railing with 50x50x6 mm angle post at clear height of 1.25 m at distance of 1.00 mt. G.C. arround the balcony. Both sides along the stair case and along M.S. lader from balcony to top dome and covered the top dome also. G. Water level indicator as per direction of E/I. H.Lighitin conductor as per latest I.S. code for as per the direction of E/I. I. Suplly and fixin of inlet, outlet, wash out over flow pipe, duct foot bend and sluice valve at the end of the wash out pipe including all necessary meterial required for jointing and erecting of the pipe. The fixing shall be form the dome of the tank of one mtr. outside the apron of the tank the duck foot bend of all the pipes shall be fixed at the floor level of the tank. It includes materials such as coment concrete foundation duct foot bend. CID/F class L.A. pipe Over flows & washout pipe 100 mm dia inlet 250 mm outlet 250 mm . J. Clamping the vertical pipe with M.S. clamps of size 50x50x6 mm at 1.5 m C/C K. Filling the tank as many times as required with water and testing the same for water lightness. Water for testing the tank shall be supplied by the department free of cost. L. Painting the entire tank and stair case with two coat of ISI marked snocem of approved shade and painting of all pipes, railing, manhole. M.S. ladder, ventilator and all slab items with two coat ISI mark paint of approved shade. M. Fixing footsteps 20 mm M.S flat bars of length 8.5 cmj at 30cm C/C for staircase M.S ladder to manhole and ventilator. N. Filling ramming & watering the earth for construction apron projecting one meter form the column the apron shall be 25 mm R.C.C. in 1:6:12 at floor and suitably divided with glass strip including all materials labour T&P for the proper completion of work. O. R.C.C. stair case upto top dome supproted at two seprate columns instead of items no.1 P. Adjustment in cost to be made for every 0.25 m increse or decrese in depth below G.L from 2.0 mt as provided in items no. 1 above. Q. Adjustment in cost to be made for every 0.25 T/Sq. Mt. increase or decrse in bearing capacity of the soil form 8.07 sq.mt. R. Adjustment in cost to be made for every 1 mt. increase or decrease in staging form 22 mt. as provided in items no 1 above for regulating the payment in case it is changed. S. Extra over items no 1 for supplying & fixing of one additional outlet or intel pipe including all speculate fiting etc. complete as per specification of itmes no. 1(2) T. Providing Ferro cement coating treatment inside water container as per direction of The E/I.

225KL-15520

Part "B" TUBEWELL BORRING.

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Moradabad Development Authority Tender