UP Jal Nigam Tender

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UP Jal Nigam - UPJN Tender

Goods

Civil And Construction

Construction Material

Eprocure

Rampur, Uttar Pradesh

Opening Date15 Mar 2024

Closing Date12 Apr 2024

Tender Amount₹ 67,26,82,000

Notes

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Costs

EMD
₹ 67,27,000
Document Cost
₹ 23,600
Tender Fee
Refer Documents

Summary

Supply Of All Materials, Labour For Construction Of Oht, Cwr, Ph, Sq, Bw, Distribution System, Rm, Tw With Scada

Description

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Contact

Tender Id
2024_UPJNM_917906_1
Bid Award Id
View
Tender No
439/M-13/130, dt 14-03-2024
Tender Authority
UP Jal Nigam View
Purchaser Address
-
Website
http://http://jn.upsdc.gov.in/

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Documents

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Tender Notice-18.0 MBTendernotice_1.pdf

Tender Notice

BOQ-1997.9 kBBOQ_1586337.xls

Financial Document

Document-24.0 MBSahabadtenderdoc.p...Sahabadtenderdoc.pdf

Technical Document

Document-149.1 kBTender_Detail_2024...Tender_Detail_2024_UPJNM_917906_1.html

Report Missing Document

BOQ Items

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Quantity-

Rate-

Amount -

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Over Head Tank - 1500 KL / 24 M Staging at Zone III

Quantity1

Rate-

Amount 19180500

Over Head Tank - 1100 KL / 22 M Staging at Zone IV

Quantity1

Rate-

Amount 14867500

Over Head Tank - 1100 KL / 22 M Staging at Zone V

Quantity1

Rate-

Amount 14867500

Structural Design, supply of all material, labour, T&P etc. required for construction of Ractangular, R.C.C Clear Water Reservoir cum pump house to accomadate 3 no of pumping plants and other appurtenant work etc as per IS 3370-1965 (Part I to IV) or its latest amendments. Structural design and drawing must be vetted by any IIT (Indian Institute of Technology) of India. The design will be based on all relevant technical specification as given herewith in bid document. A separate room of not less than 3.00x3.00m in size should be provided by the side of the pump house for record keeping. Provision for fixing of inlet pipe equivalent to no of TWs to be connected to CWR and over flow pipe of required dia with all necessary fittings such as sluice valve, NRV and their chamber as per design and specification and place decided by engineer in charge. The floor of pump house and top of CWR and the room provided at the side of pump house should be 25mm KOTA stone flooring. The size of CWR pump house should be such that all the motor pump starters O.C.B. cables, water level indicator all piping arrangement, reflex valve sluice valve etc may be accommodated in the pump house. Architectural view and GA drawing of pump house shall be approved by department before execution of work. The pump house will be constructed with all appurtenant work such as fixing of door window grill shutter and collapsible door if required suitable gantry beam with rail electronic water level indicator as given in detail specification including necessary glazed door, Two coat apex weather coat (Asian, Berger etc.) painting over one coat primer of approved colour over wall putty two coat (Birla, JK, Asian, Berger etc.) 1 m wide RCC stair case with stainless steel hand railing to go inside reservoir, sump below the pump house area, Railing - 20 mm G.I. Pipe class - B in three rows with MS angle iron post 50x50x6 in one metre distance over the R.C.C slab of reservoir, Granular texture finish on exterior surface of pump house, gantry beam, food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity mentioned as under: Note : The bid prices of Clear Water Reservoir / Pumping Stations are to be submitted considering the depth of excavation may extend up to 6 m BGL, layout as ground level of over head tank consider from 50 cm above than near of road surface to be finalized by the engineer in charge.

Quantity-

Rate-

Amount -

Clear Water Reservoir - 250 KL at Zone I

Quantity1

Rate-

Amount 3957937

Clear Water Reservoir - 300 KL at Zone III

Quantity1

Rate-

Amount 4605600

Design of distribution network and supply of following dia of high density polyethelene Pipes (HDPE (PN-6)/PE-100), conforming to IS 4984 / 14151 / 12786 / 13488 in coils/ standard lengths with nesessary jointing material like electro-fusion coupler, flanged joint, including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains including crossing of upto 1.00 m vide nala/drain etc. with Carting, lowering, laying and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work.The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (automatically readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe/fittings. Note: 1. Contractor will ensure to supply of 10 No. set of electrofusion jointing machine including cutting & peeling tool and other misc. equipments. 2. Contractor will provide 04 No. set of hydro testing machine of 20 kg/cm² capacity including 02 Nos. tractor with water tanker will also be part of this set. 3. Contractor will provide minimum 06 tractor trolley for disposal of surplus earth. 4. Contractor will provide 04 No. of tractor with water tanker for sprinkling of water on trenches and 5 No. Anti Smoke Gun to protect the dust particals entering in the atmosphere which may be cause of increase of AQI of construction area.

Quantity-

Rate-

Amount -

90 mm dia

Quantity85458

Rate-

Amount 232.1

110 mm dia

Quantity10869

Rate-

Amount 323.81

140 mm dia

Quantity16025

Rate-

Amount 497.84

160 mm dia

Quantity5999

Rate-

Amount 647.23

200 mm dia

Quantity9708

Rate-

Amount 987.76

Design of distribution network and supply of following dia of ISI marked S & S centrifugally cast (Spun) ductile iron pipes (Class K-7) as per IS : 8329-2000 suitable for push on jointing by compatible rubber gasket including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking, including crossing of upto 1.00 m vide nala/drain etc. Carting, lowering, laying and jointing with SBR ruber gaskets D.I. K-7 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820.

Quantity-

Rate-

Amount -

250 mm dia

Quantity7012

Rate-

Amount 3096.79

300 mm dia

Quantity4680

Rate-

Amount 3976.79

350 mm dia

Quantity2152

Rate-

Amount 4868.65

400 mm dia

Quantity2682

Rate-

Amount 5921.21

450 mm dia

Quantity2865

Rate-

Amount 6991.35

Risingmain :- Supply of following dia of ISI marked S & S Centrifugally Cast (Spun) Ductile Iron pipes (Class K-9) as per IS : 8329-2000 suitable for Push on jointing by compatible rubber gasket including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking, including crossing of upto 1.00 m vide nala/drain etc. Carting, lowering, laying and jointing with SBR ruber gaskets D.I. K-9 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820.

Quantity-

Rate-

Amount -

250 mm dia

Quantity9805

Rate-

Amount 3755.39

500 mm dia

Quantity90

Rate-

Amount 9886.05

Earth work in excavation for pipeline trenches in all type of soil with including lift upto 1.5 m and lead upto 50M, refilling the soil as required, including depositing in layers not exceeding 150mm, watering and compaction to 95% of the Standard Proctor density, level dressing, including supply of all labour, T&P etc. required for proper completion of the work. Including disposal of surplus earth up to 8 Km as instucted by engineer in charge.

Quantity175616.62

Rate-

Amount 206.9

Supply of following sizes of DI D/F sluice valve/scour valve with cap. Class-10 (working pressure 10kg/sqcm) confirming to IS:14846:2000 at Site of work, carting, lowering in already prepared trenches and fixing them in position, making flange joints including supply of all materials such as bolts, nuts, rubber insertion, white lead, testing etc. complete including all other necessary fitting and specials as per direction of Engineer in charge.

Quantity-

Rate-

Amount -

80 mm dia

Quantity57

Rate-

Amount 11778.21

100 mm dia

Quantity15

Rate-

Amount 13285.58

150 mm dia

Quantity17

Rate-

Amount 20746.17

200 mm dia

Quantity12

Rate-

Amount 31726.68

250 mm dia

Quantity12

Rate-

Amount 54838.43

300 mm dia

Quantity5

Rate-

Amount 61453.22

350 mm dia

Quantity8

Rate-

Amount 169357.32

400 mm dia

Quantity6

Rate-

Amount 216089.76

Scoure valve

Quantity-

Rate-

Amount -

80 mm dia

Quantity11

Rate-

Amount 11778.21

100 mm dia

Quantity5

Rate-

Amount 13285.58

Supply of following size Kinetic Double Air Valves as per IS : 14845 at site of work, carting, fixing in position including boring and threading in the main etc.complete including cost of boring the water main clamp with socket, G.I. medium duty, nipple and subsequent back filling etc complete.

Quantity-

Rate-

Amount -

50 mm

Quantity40

Rate-

Amount 20430.66

80 mm

Quantity11

Rate-

Amount 31443.8

100 mm

Quantity2

Rate-

Amount 38461.59

Supply of 80 mm dia size flanged type fire hydrant site of works of 80mm dia size flanged fire hydrant to site of work, fixing them in position for flanged joints s instucted by engineer in charge.

Quantity5

Rate-

Amount 23825.37

Supply of all materials, labour, T&P etc. and construction of following chambers as per departmental type drawing and design including supply & fixing of RCC cover etc. complete including all other necessary fitting as per direction of Engineer in charge.

Quantity-

Rate-

Amount -

Surface box type

Quantity88

Rate-

Amount 4605.6

Masonry type

Quantity60

Rate-

Amount 25906.5

For air valve

Quantity53

Rate-

Amount 5277.25

For fire Hydrants

Quantity5

Rate-

Amount 6524.6

Construction of RCC thrusht block in 1:1.5:3 with cement, coarse sand and 20 mm guage stone gtit at bends of pipe including supply of all materials, labour, T&P etc. required for proper completion of work

Quantity112.38

Rate-

Amount 12319.37

Mild steel TMT.Fe-500D in plain work such as reinforced concrete or reinforced brick work (for construction of RCC thrusht block) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and othorised overlapping shall be measured upto floor two level.

Quantity88.22

Rate-

Amount 9033.6

Provision for crossing of nala, road, culvert including supply of casing with MS / DI pipe and specials, laying, jointing etc., T&P and arrangement of diversion of water, baricatings etc required, with dismantelling of drains and reconstruction of same as per type design of the existing drain, complete as per direction / approval of Engineer in charge.

Quantity-

Rate-

Amount -

1.00 M to above

Quantity5

Rate-

Amount 13404.22

Making Nala crossing falling on alignment of pipe line including cost of D.I. pipe one no. (5.50m length) including supply of all materials, labour, T&P, etc complete required for proper completion of work.

Quantity-

Rate-

Amount -

100 mm dia pipe

Quantity33

Rate-

Amount 3114.54

150 mm dia pipe

Quantity19

Rate-

Amount 5275.33

200 mm dia pipe

Quantity11

Rate-

Amount 6230.03

250 mm dia pipe

Quantity14

Rate-

Amount 6771.19

300 mm dia pipe

Quantity10

Rate-

Amount 7546.47

350 mm dia pipe

Quantity6

Rate-

Amount 8929.11

400 mm dia pipe

Quantity6

Rate-

Amount 10617.83

400 mm dia pipe

Quantity2

Rate-

Amount 12131.92

Trenchless Crossing :- Survey site Investigation Planning design Drawings as per State Road manual and vetting / checked from State Road Divisional Office and taking NOC for trenchless crossing of National highway road and Railway track(crossing length 15m to 25m ) Road for of required dia Rising main pipe with casing pipe as required for proper completion of work required size of MS casing pipe as per drawing and as per (IS:3589 & made from confining to IS:2062) with 750 Micron PU coating internally and 250 micron anti corrosive bituminous paint externally by trenchless technology method at an average depth 3.60 mtr from normal ground level up to top of casing pipe including excavation & filling of Pit Dewatering arrangement Supporting system for soil also including supply and fixing of 2 no Sluice valve ISI Mark construction of sluice valve chamber etc. all complete work including supply & fixing specials in carrier pipe over main pipe as per specification given in the bid documents including supply of all materials labour T&P etc. for proper completion of work as per instruction of Engineer.

Quantity-

Rate-

Amount -

National Highway road crossing (upto 350 mm dia)

Quantity70

Rate-

Amount 36373.69

Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 8km. and also including temporary reinstatement/motorable of road by old materials.

Quantity-

Rate-

Amount -

B.O.E. road

Quantity5382

Rate-

Amount 75.99

Bituminous road

Quantity31859

Rate-

Amount 159.42

C.C. road

Quantity6375

Rate-

Amount 308.15

Interlocking road

Quantity50561.75

Rate-

Amount 143.75

Permanent re-instatement of following type of road surfaces after laying of pipe line including supply of all materials, labour, T&P etc. required for completion of work. It also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning of surface for proper completion of the work as per directions of engineer-in-charge.

Quantity-

Rate-

Amount -

Brick on edge with bricks (60 % New & 40% Old) laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 10 cm depth of local sand over the subgrade and including supply of all materials, labour, T&P etc. required for proper complete of the work.

Quantity5382

Rate-

Amount 297.2

Re-instatement of bitumen road as per specification including supply of all materials, labour, T&P etc. required for proper completion of work. To achive the required quality of work, graded material in appropriate quantity shall be supplied by the contractor. This material shall be used in filling of trenches only after succesfully testing of material with relevent IS code. Sample collection of GSB material, BM and SDBC will be done as required by engineer incharge. (Nagar Nigam Road)

Quantity27930.9

Rate-

Amount 1932.4

Quantity3928.1

Rate-

Amount 4250

Providing and laying design mix cement concrete 100 mm thick of M-20 grade, in roads, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, mixing with weigh batcher, laying at site, spreading and mechanically compacting by using needle and surface vibrators, levelling to required slope / camber, finishing with required texture over 100 mm thick base of GSB.

Quantity6375

Rate-

Amount 1407.02

Providing and laying of 80 mm thick M-30 grade C.C. rubber moulded (60% new and 40% old tiles) interlocking paver tiles over 30 mm thick fine sand bed and also including earth wotk in excavation in proper slope & camber including all materials, labour, T&P required for proper completion of work.

Quantity50561.75

Rate-

Amount 895.31

Road Crossing - Excavation in foundation of trench of proper size in soil mixed with moorum, Shingle, Kankar, soft rock, hard rock, including refilling, dressing and ramming earth or sand or bajri, ballast, including providing, supply, carting, lowering, laying and jointing of casing pipe of RCC NP-3 with appropriate size, with rubber ring joint, sand filling in gap inside pipe, insertion of distribution pipe into the encasing pipe including supply of T&P, including concrete of 150 mm thick in with 40mm gauge brick ballast local sand and cement in proportion of 8:4:1, provision for barricading, labour for traffic diversion etc. Complete for proper completion of work as per instruction of Engineer. (Rural water supply sor from swsm)

Quantity-

Rate-

Amount -

100 mm dia pipe

Quantity170

Rate-

Amount 1871.98

150 mm dia pipe

Quantity100

Rate-

Amount 2202.05

200 mm dia pipe

Quantity100

Rate-

Amount 2642.46

250 mm dia pipe

Quantity40

Rate-

Amount 3830.32

300 mm dia pipe

Quantity70

Rate-

Amount 4309.11

350 mm dia pipe

Quantity50

Rate-

Amount 4787.91

Construction of drinking water house connection with distribution mains including dismantling of road, supply and carting of material (20 mm HDPE pipe PE-80/PN-16 from trench to outer wall/boundary wall, 15 mm GI pipe class-B average length 3 m, 15 mm GI elbow including HDPE electrofusion shaddle for HDPE pipe and DI strap saddle for DI pipe shall be used.1 No. brass tap shall be fixed inside the house of consumer as per IS 8931 and 8934, All 20 mm GI union, 20 mm, 1 No. 15 mm brass ferrule and other GI fitting and specials shall be according to IS 12183 & IS2065. , FTA & MTA and other compression fittings of 100% pure virgin (Georgefisher, kimplas) shall be provided. HDPE shaddle shall be fixed with electrofusion method. All fitting of water supply house connections shall be fixed them into trenches, fixing them in proper alignment and jointing and making hols in walls for crossing the GI pipe, fixing of GI pipe with minimum 3 hooks & repairing of hold after connection, necessary excavation for connection with permanent reinstatement of road all labour, T&P etc. required for proper completion of the work.

Quantity-

Rate-

Amount -

New House connection

Quantity17438

Rate-

Amount 3709.15

Shifting House connection from existing pipe line

Quantity669

Rate-

Amount 2690.82

CONSTRUCTION OF PUMP HOUSE CUM CHLORONOME 16 Nos. Supply of all material T&P etc. required for construction of Pump House 16 Nos. as per typical drawing and design of department. The structural design of pump house shall be submitted by the contractor on the basis of safe bearing capacity of soil. The plinth level of Pump House shall be 60cm above from finished GL of the campus. The following criteria shall be taken in consideration for structural design of Pump House including campus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of engineer in charge. Note - Plinth should be made above 60 cm above from nearest highest service / link road. Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches.

Quantity400

Rate-

Amount 167.29

Concrete with cement, coarse sand and 40 mm nominal size approved stone ballast in proportion of 1:4:8 in foundations and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity48

Rate-

Amount 6810.58

Ist class brick work in 1:6 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity288

Rate-

Amount 5758.33

40 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity80

Rate-

Amount 368.35

12 mm thick plaster in 1:4 cement and coarse sand mortar for plinth shall be done on both side of brick work inner side 15 cm below plinth and outside 15 cm below GL.

Quantity333.6

Rate-

Amount 196.14

First Class brick work in 1:4 cement and coarse sand mortar in super structure including necessary cutting and moulding of bricks as required and also including supply of all materials, labour, T&P etc. required for proper completion of the work(thickness of wall not be less than one brick).

Quantity224

Rate-

Amount 6303.03

Supply and fixing of M.S. angle iron 40x40x5mm door chaukhat including supply and fixing of four hinges with one coat of red oxidised primer.

Quantity-

Rate-

Amount -

1.20 x 2.10 M 1.00 x 2.10 M

Quantity7.2

Rate-

Amount 8350.91

Supply and fixing of the Z-section M.S. window with grill as per departmental type drawing including supply and fitting of handle, locking arrangement etc. with one coat of red oxidised primer.

Quantity36

Rate-

Amount 9033.6

Supply and fixing of cement jali 45x30 cm at 15 cm above floor level in the chloronome for proper ventilation.

Quantity32

Rate-

Amount 479.75

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work wrought to required shape as necessary including supply of all steel and its bending and binding with binding wire necessary over lapping as required etc. complete.

Quantity64

Rate-

Amount 9033.6

R.C.C. work (with use of C.C. mixer) in proportion of 1:1.5:3 cement, coarse sand and 20mm nominal size (10mm-1 part & 20 mm - 2 part) stone grit with proper finishing including supply of all materials, labour, T&P and Kachcha plaster on wooden plank shuttering or ply shuttering excluding cost of steel but including binding the same with 24 B.W.G. binding wire.

Quantity-

Rate-

Amount -

Lintels

Quantity12

Rate-

Amount 10985.72

Beam

Quantity4

Rate-

Amount 12513.46

Sun shades & Slab

Quantity76.8

Rate-

Amount 12513.46

Cement concrete with cement, coarse sand & 20 mm nominal size(10-20 mm) stone grit in proportion 1:2:4 including supply of all materials, labour, T&P etc., required for proper completion of the work, in bed block of girder, hold fast and girder fixing and in flooring of bypass chamber, window sills etc.

Quantity8

Rate-

Amount 6810.58

Supply and fixing in position rolled steel joist ISMB of 200mm x 100mm size and 3.40M long including supply of all labour, T&P etc. required for proper completion of the work.

Quantity13.76

Rate-

Amount 9033.6

150 mm thick local sand filling under floor including supply of local sand, filling, watering and ramming etc. complete for proper completion of the work.

Quantity44

Rate-

Amount 795.92

40mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cement including / over 75mm thick base concrete consisting of cement, coarse sand and stone ballast 40mm nominal size(20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including supply of all materials, labour, T&P etc. required for proper completion of the work

Quantity320

Rate-

Amount 597.58

12mm thick plaster above plinth in 1:6 cement and Banda(Ken)/ Hamirpur(Betva) sand over brick work, minimum thickness not to be less than 10mm including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity2720

Rate-

Amount 155.21

6 mm thick plaster on ceiling, sunshades and projected slab of R.C.C. work in 1:4 cement and Banda/Hamirpur fine sand F.M. not less than 1.25 mm including supply of all materials, labour, T&P etc. complete for proper completion of the work.

Quantity800

Rate-

Amount 196.14

20 mm thick plaster in dado or skirting with cement mortar in proportion of 1:2 cement and coarse sand with finishing of 3 mm thick floating coat of neat cement including supply of all materials, labour, T&P etc. required for completion of the work.

Quantity56

Rate-

Amount 510.32

20mm wide drip course with cement mortar in proportion of 1:3 with cement and Banda/Hamirpur coarse sand.

Quantity240

Rate-

Amount 36.46

Providing 45 cm wide and 25mm thick cc apron of 1:2:4 cement, coarse sand and 10-20mm stone grit over 75mm thick base concrete in 1:4:8 cement, coarse sand and 40mm nominal size(20mm-2 part & 40 mm-6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials,labour,T&P etc. complete.

Quantity160

Rate-

Amount 886.02

Construction of 100mm wide cc drain as per departmental drawing in proportion of 1:2:4 cement, coarse sand and 20 mm nominal(10 mm - 1 part & 20 mm - 3 part) stone grit over 100 mm base concrete in proportion of 1:4:8 cement, coarse sand and 40mm nominal(20 mm - 2 part & 40 mm - 6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials,labour,T&P etc. complete.

Quantity400

Rate-

Amount 959.5

Brick Coba :- (a)Providing & laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 Kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the R.C.C. slab including adjointing walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5( 1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5(1 cement:5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of juctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortarof mix 1:4(1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm squared 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operation to be done in order and as directed and specified by the Engineer-in-charge: With average thickness of 120 mm and minimum thickness at khurra as 65 mm

Quantity299.2

Rate-

Amount 1461.27

The outer surface of wall finish with two coat of weather coat- All Guard, Apex-Ultima (premium acrylic smooth exterior paint with silicon additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity1600

Rate-

Amount 274.61

The inner finish should be two coat of oil bound distemper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity1440

Rate-

Amount 168.79

Supply and fixing of ISI marked waterproof flush door shutters of required size of 35 mm thick including heavy size steel fitting e.g. tower bolt, sliding bolt, handle etc., lab our, T&P etc.complete.

Quantity73.6

Rate-

Amount 2686.6

Supply and fixing of 4 mm thick glass panes in panel of Z-section window shutters including supply of M.S. clip and I.S.I. mark putty etc. as required for proper completion of the work.

Quantity96

Rate-

Amount 978.5

Supply and fixing of rain water pipe P.V.C. 110mm 6 Kg/Cm2(2 Nos.) with bend and clamp etc. all complete.

Quantity120

Rate-

Amount 624.63

Painting or varnishing of new iron work in small areas or new wood work with one coat of priming and two coats of synthetic enamel paint or varnish including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity400

Rate-

Amount 94.63

Provide 3mm thick floating coat of neat cement over the previously made plaster on by pass chamber & over plinth plaster etc.

Quantity800

Rate-

Amount 155.21

Providing 15cm long 25 mm dia P.V.C. Pipe with cutting at ends and fixing the same with cement and coarse sand mortar in sunshades.

Quantity96

Rate-

Amount 49.89

Supply and fixing 3 mm thick glass strips in floor and aprons panels in 1:3 cement and coarse sand mortar.

Quantity-

Rate-

Amount -

25x3mm

Quantity120

Rate-

Amount 76.28

40x3mm

Quantity180

Rate-

Amount 76.28

Disposal of waste water of by pass chamber through P.V.C. Pipe 160mm dia including supply of pipe, excavation & laying, T&P etc. complete.

Quantity120

Rate-

Amount 1350.98

Supply and fixing of 900 V-notch 4mm thick M.S plate with sharp edged and scale etc.complete as per direction of engineer incharge.

Quantity6

Rate-

Amount 3646.1

CONSTRUCTION OF STAFF QUARTER - 05 Nos. Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches.

Quantity246.9

Rate-

Amount 167.29

Concrete with cement, coarse sand and 40 mm nominal size (20 mm-2 part & 40 mm - 6 part) approved stone ballast in proportion of 1:4:8 in foundations including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity74.6

Rate-

Amount 3660.97

Ist class brick work in 1:6 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity130.85

Rate-

Amount 5758.33

40 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion as specified by the manufacturer including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity100

Rate-

Amount 368.35

12 mm thick plaster in 1:4 cement and coarse sand mortar for plinth shall be done on both side of brick work inner side 15 cm below plinth and outside 15 cm below GL.

Quantity243.75

Rate-

Amount 196.14

Quantity150.8

Rate-

Amount 6303.03

Supply and fixing of M.S. angle iron 40x40x5mm door chaukhat including supply and fixing of four hinges with one coat of red oxidised primer.

Quantity31.25

Rate-

Amount 7824.8

Supply and fix hold fast in doors and windows chaukhats 25cmx50mmx6mm flat iron including their cutting,moulding, welding to requirwed shape also including other materials such as nails and screws etc required in all aspect to complete the work.

Quantity240

Rate-

Amount 124.74

Mild steel grill in windows wrougth to required from, including supply of labour, steel, T&P etc. for proper completion of work.

Quantity5

Rate-

Amount 7824.8

Quantity33.6

Rate-

Amount 9033.6

Quantity-

Rate-

Amount -

Plinth Beam

Quantity9

Rate-

Amount 12513.46

Lintels

Quantity9.8

Rate-

Amount 10985.75

Sun-shades & Slab

Quantity33

Rate-

Amount 12513.46

Sand filling under floor including supply of local sand, filling, watering and ramming etc. complete for proper completion of the work.

Quantity99.1

Rate-

Amount 795.92

25 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cement including 75mm thick base concrete consisting of cement, coarse sand and stone ballast 40mm nominal size(20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including fixing of glass strip at desired intervals, supply of all materials, labour, T&P etc. required for proper completion of the work

Quantity253.1

Rate-

Amount 597.58

40 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cement including 75mm thick base concrete consisting of cement, coarse sand and first class brick ballast 40mm nominal size (20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including fixing of glass strip at desired intervals, supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity106.75

Rate-

Amount 435.54

Supply and fixing of ISI marked water proof flush door shutters of 40 mm thick including all labour, T&P etc. complete but excluding painting and including ISI marked oxidized iron fitting e.g. tower bolt, sliding bolt, handle etc. complete as per direction.

Quantity61.25

Rate-

Amount 3795.95

Supply and fixing of oxidized iron fittings of approved make for doors and window.

Quantity5

Rate-

Amount 4797.5

12mm thick plaster above plinth with cement, mortar in proportion of 1:6 cement and Banda(Ken)/ Hamirpur(Betva) sand over brick work, minimum thickness not to be less than 10mm including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity1634.3

Rate-

Amount 155.21

20 mm thick plaster in dado or skirting with cement mortar in proportion of 1:2 cement and coarse sand with finishing 3 mm thick floating coat of neat cement including supply of all materials, labour, T&P etc. required for completion of the work.

Quantity37.8

Rate-

Amount 510.32

The outer surface of wall finish with two coat of weather coat-All Guard, Apex-Ultima (premium acrylic smooth exterior paint with silicon additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity795

Rate-

Amount 274.61

Quantity840

Rate-

Amount 168.79

Construction of 100mm dia semi circular C.C. drain as per departmental drawing in proportion of 1:2:4 cement, coarse sand and 20 mm nominal(10 mm - 1 part & 20 mm - 3 part) stone grit over 100 mm base concrete in proportion of 1:4:8 cement, coarse sand and 40mm nominal(20 mm - 2 part & 40 mm - 6 part) stone ballast with finishing of 3 mm thick floating coat of neat cement also including supply of all materials, labour, T&P etc. complete.

Quantity177.9

Rate-

Amount 794

Painting and varnishing over new iron work or new wooden work with one coat of primer and two coats of approved paints or varnish including supply of all materials, labour, T&P etc. required for proper completion of work.

Quantity131.15

Rate-

Amount 153.68

Supply and fixing of 100 mm dia PVC pipe rain water down pipe with clamp

Quantity35

Rate-

Amount 335.83

Supplying, carting, laying, jointing, fixing and testing of (1/2 -1 inch) CPVC Screwed pipe with specials and fittings inclduing cutting holes in masonry and making good the walls, fixing clamps wherever necessary etc. complete including cost of white lead, hemps, oil, etc. complete

Quantity150

Rate-

Amount 47.98

Supply of all material labour, T&P etc fixing of water tap required for proper completion of the work.

Quantity15

Rate-

Amount 627.52

Supply of all material labour,T&P etc fixing of float valve required for proper completion of the work

Quantity5

Rate-

Amount 627.52

Supply of all material labour, T&P etc fixing of Kitchen Sink required for proper completion of the work

Quantity5

Rate-

Amount 959.5

Supply and fixing of 110mm dia PVC pipe from U trap to septic tank including supply of all special materials required for proper completion of the work.

Quantity50

Rate-

Amount 335.83

Construction of septic tank and soak pit including supply of materials, labour etc complete.

Quantity5

Rate-

Amount 13260

Supply and fix of position 500 litre capacity PVC (Sintex or other approved make ) storage tank.

Quantity5

Rate-

Amount 2398.75

Supply and fix indian type latrine seat with U-Trap including supply of all materials, labour, T&P etc. required for proper completion of the work

Quantity5

Rate-

Amount 1439.25

Supply of all material for electrification Inside and Outside of the Quarter including supply of all materials, labour, T&P etc. complete

Quantity5

Rate-

Amount 24630

CONSTRUCTION OF MASTER CONTROL STATION ROOM - 01 No. Supply of all material T&P etc. required for construction of Master Control Station Room (framed structure in M-25) as per drawing submitted by contractor and its approved by department. The structural design of Master Control Station Room shall be submitted by the contractor on the basis of safe bearing capacity of soil. The plinth level of Master Control Station Room shall be 60cm above from finished GL of the campus. The plinth area of the Master Control Station room 80 Sqm (10 x 8 M ), Height of meter Room -5.0m, antitermite treatment, 40 mm thick kota stone flooring over 100mm thick 1:1.5:3 CC; under ground electric fittings, cable trenches as per requirement of UPPCL and 100mm thick 1:1.5:3 CC apron with nominal reinforcement provinding 230mm brick protection wall of 60cm depth with 30cm sand filling shall be taken in consideration for structural design of Master Control Station Room including all materials, labour, T&P required for proper completion of work as per direction of Engineer in charge.

Quantity1

Rate-

Amount 894456

CONSTRUCTION OF OFFICE BUILDING AT HARDOI (25 x 25 M) Supply of all material T&P etc. required for construction of Office building (framed structure in M-25) as per drawing submitted by contractor and its approved by department. The structural design of office building shall be submitted by the contractor on the basis of safe bearing capacity of soil. The plinth level of office building shall be 60cm above from finished GL of the campus. The plinth area of the office building 625 Sqm (25 x 25 M), Height of building 3.75 m, antitermite treatment, Tiles / Marbal flooring over 100mm thick 1:1.5:3 CC, including supply and fixing of all electric fittings, wiring, bathroom fittings, brickcoba, steel fabrication work, door, window and 100mm thick 1:1.5:3 CC apron with nominal reinforcement provinding 230mm brick protection wall of 60cm depth with 30cm sand filling shall be taken in consideration for structural design of office building including all materials, labour, T&P required for proper completion of work as per direction of Engineer in charge.

Quantity1

Rate-

Amount 6570075

Development work :- CONSTRUCTION OF BOUNDARY WALL, GATE WITH PILLER, SITE DEVELOPMENT & APPROACH ROAD campus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of engineer in charge. Note - Plinth should be made above 60 cm from nearest highest service / link road. Excavation of earth for foundation in ordinary soil (loam, clay or sand) including lift upto 1.5M and lead upto 50M including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches and plinth, disposal of surplus earth upto a distance to 50M from the center of the foundation trenches.

Quantity686.42

Rate-

Amount 167.29

Quantity90.52

Rate-

Amount 6810.58

Ist class brick work in 1:6 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity561.48

Rate-

Amount 5758.33

20 mm thick D.P.C. in cement concrete consisting of 1:2:4 cement, coarse sand and graded stone aggregate 12.5 mm nominal size(10-12.5 mm) and including water proofing(ISI Mark) compound in the proportion as specified by the manufacturer including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity418.64

Rate-

Amount 368.35

12 mm thick plaster in 1:4 with cement and coarse sand mortar for plinth shall be done on both side of brick work upto 15 cm below GL.

Quantity829.73

Rate-

Amount 195.85

Quantity478.98

Rate-

Amount 6303.03

C.C. coping on boundry wall & RCC Piller in 1:2:4 cement, coarse sand and stone grit (10-12.5 mm) including supply of all material, cost of centering, shuttering with extra labour, T&P etc. complete required for proper completion of work.

Quantity1218.2

Rate-

Amount 172.71

12mm thick plaster with cement mortar in proportion of 1:6 consisting of cement and Banda(Ken)/Hamirpur(Betava) sand over brick work including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity5261.27

Rate-

Amount 155.21

Making groves 15 mm wide on wall plaster as per drawing including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity3733.8

Rate-

Amount 51.2

The outer surface of wall finish with two coat of weather coat-All Guard, Apex-Ultima(Premium Acrylic Smooth Exterior Paint with Silicon Additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall Putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity5348.01

Rate-

Amount 274.61

Supply and fixing of M.S. gate with RCC piler as per departmental design & drawing with ncessary hold fast, bush and ball bearing, sliding bolt and locking arrangement, painting etc. including supply of all material, labour, T&P etc. required for proper completion of the work for Water works campus (3.60 M wide main gate with 1.20 M wide wicket gate)

Quantity16

Rate-

Amount 54211.75

Supply & Laying of 80 mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern inter locking tiles over 30 mm thick fine sand bed over 150mm thick GSB and also including earth wotk in excavation in proper slope & camber, brick work for side alignment including all materials, labour, T&P required for proper completion of work as per direction of Engineer in charge.

Quantity1200

Rate-

Amount 1401.48

Construction of 300 mm wide and 300 mm deep brick drain inside the water works campus including supply of all materials, labour, T&P etc required for proper completion of the work

Quantity1220

Rate-

Amount 2398.75

Providing and fixing of lighting arrangement in campus complete in all respect including supply of all material, labour T&P etc. as per approval and direction of engineer in charge

Quantity5

Rate-

Amount 14392.5

Horticulture, plantation, Land scaping, beautification, internal path way at water works compound including supply of all material, labour T&P etc. as per approval and direction of engineer in charge

Quantity5

Rate-

Amount 11993.75

Construction of Artificial Recharging of Ground water hrough roof top rain water of pump house, bypass chamber’s water & overflow of O.H.T. supplying of all material, pipes, grates, etc. complete in all respect

Quantity16

Rate-

Amount 161150

Filling of earth in water works campus and TW/pump house campus including supply of carted earth including loading, unloding, levelling, dressing and ramming of the earth tc complete in all respect. Earth filling in the campus shall be done Contour survey of campus and prior written necessary permission of Engineer in charge.

Quantity3292.5

Rate-

Amount 268.66

Supply of following items as per ditrection of engineer in charge

Quantity-

Rate-

Amount -

Office table (Godrej Make) (6x4 fit) with shelf and Glass

Quantity5

Rate-

Amount 18600

Office table (Godrej Make) (8x4 fit) with shelf and Glass

Quantity5

Rate-

Amount 34600

Computer table (Godrej Make) (4x3 fit) with Shelf

Quantity5

Rate-

Amount 8000

Revolving Chair (Godrej Make)

Quantity5

Rate-

Amount 14500

Office chair (Godrej Make)

Quantity20

Rate-

Amount 5100

Computer chair Revolving (Godrej Make)

Quantity5

Rate-

Amount 9580

Almirah (Godrej Make)

Quantity5

Rate-

Amount 16500

Almirah Glass rak (Godrej Make)

Quantity5

Rate-

Amount 17600

Split AC (1.5 tonne) Five star (Voltas, Hitachi, Blue star Make) with Stablizer

Quantity5

Rate-

Amount 64200

Desktop (Hp, Dell Make) with Color Laser Printer (Hp Make) (i5 processor)

Quantity5

Rate-

Amount 63500

Xerox machine (HP, Canon, Samsung Make)

Quantity5

Rate-

Amount 72200

Interconnection work of new pipe line to existing pipe :- Supply of following dia of ISI marked DI (Class K-7) as per IS : 8329-2000 suitable for push on jointing by compatible rubber gasket including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking, including crossing of upto 1.00 m vide nala/drain etc. Carting, lowering, laying and jointing with SBR ruber gaskets D.I. K-7 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents.

Quantity-

Rate-

Amount -

100 mm dia

Quantity80

Rate-

Amount 1269.03

150 mm dia

Quantity24

Rate-

Amount 1805.7

200 mm dia

Quantity12

Rate-

Amount 2354.27

250 mm dia

Quantity8

Rate-

Amount 3096.79

Quantity-

Rate-

Amount -

100 mm dia

Quantity20

Rate-

Amount 13285.58

150 mm dia

Quantity6

Rate-

Amount 20746.17

200 mm dia

Quantity3

Rate-

Amount 31726.68

250 mm dia

Quantity2

Rate-

Amount 54838.43

Dismantling of Bituminous road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 8km. and also including temporary reinstatement/motorable of road by old materials.

Quantity528.6

Rate-

Amount 159.42

Quantity558.74

Rate-

Amount 206.9

Filling of existing following sizes nominal dia of S&S or C.I running watermain, inserting specials or bailing or pumping out water supply and cartage of required specials ,returning the scrap to the store,etc complete including the cost of making joints baring out and existing main as well as subsequent backfill.

Quantity-

Rate-

Amount -

100 mm dia

Quantity20

Rate-

Amount 10618.79

150 mm dia

Quantity6

Rate-

Amount 13770.74

200 mm dia

Quantity3

Rate-

Amount 24035.48

250 mm dia

Quantity2

Rate-

Amount 31603.05

Supply of all materials, labour, T&P etc. and construction of Masonry type chambers as per departmental type drawing and design including supply & fixing of RCC cover etc. complete including all other necessary fitting as per direction of Engineer in charge.

Quantity31

Rate-

Amount 25906.5

Quantity1.25

Rate-

Amount 12319.37

Quantity0.89

Rate-

Amount 9033.6

Permanent re-instatement of following type of Bitumen road surfaces after Interconnection and laying of pipe line including supply of all materials, labour, T&P etc. required for completion of work. It also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning of surface for proper completion of the work as per directions of engineer-in-charge.

Quantity-

Rate-

Amount -

Quantity335.24

Rate-

Amount 1932.4

Quantity223.49

Rate-

Amount 4250

Repairing work of existing pump house (Zone - I) (Total 02 Nos.) Ist class brick work in 1:6 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity2.3

Rate-

Amount 5758.33

First class brick work in 1:4 cement and local sand mortar in super structure including supply of all materials labour T&P etc required for proper completion of For construction of apron 0.6 m wide work.

Quantity3.16

Rate-

Amount 6303.03

Supply and fixing of M.S. angle iron 40x40x5mm door chaukhat including supply and fixing of four hinges with one coat of red oxidised primer.

Quantity-

Rate-

Amount -

1.20 x 2.10 M 1.00 x 2.10 M

Quantity0.9

Rate-

Amount 8350.91

Supply and fixing of the Z-section M.S. window with grill as per departmental type drawing including supply and fitting of handle, locking arrangement etc. with one coat of red oxidised primer.

Quantity4.5

Rate-

Amount 9033.6

Supply and fixing of cement Jali 45x30 cm at 15 cm above floor level in the Chloronome for proper ventilation.

Quantity4

Rate-

Amount 462.65

Quantity-

Rate-

Amount -

Lintels

Quantity0.4

Rate-

Amount 10985.75

Beam

Quantity0.1

Rate-

Amount 12513.46

40 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20 mm nominal size(10-20 mm) stone grit laid in panel and finished with 3mm floating coat of neat cement including 75mm thick base concrete consisting of cement, coarse sand and first class brick ballast 40mm nominal size (20-40 mm) in proportion of 1:4:8 and removing all over lapping of mortar at the joints of the panels if any and giving them uniform finishing including fixing of glass strip at desired intervals, supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity40

Rate-

Amount 435.54

12 mm thick plaster with cement & coarse sand mortar in 1:6 over brick work minimum thickness not to be less than 12 mm finished with 3 mm floting coating of neat cement including supply of all materials, labour T&P etc. required for proper completion of the work.

Quantity340

Rate-

Amount 185.8

6 mm thick plaster on ceiling, sunshades and projected slab of R.C.C. work in 1:4 cement and coarse sand including supply of all materials, labour, T&P etc. complete for proper completion of the work.

Quantity100

Rate-

Amount 196.14

Quantity20

Rate-

Amount 886.02

Quantity37.4

Rate-

Amount 1461.27

The outer surface of wall with two coat of weather coat-All guard, Apex-Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity200

Rate-

Amount 274.61

The inner finish should be two coat of oil bound distamper Ist quality such as Bison distemper, tractor distemper with one coat of priming coat over smooth base of cement based wall putty such as Birla, J.K. wall putty over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity180

Rate-

Amount 168.79

Quantity9.2

Rate-

Amount 3795.95

Supply and fixing of 4 mm thick glass panes in panel of Z-section window shutters including supply of M.S. clip and I.S.I. mark putty etc. as required for proper completion of the work.

Quantity12

Rate-

Amount 978.5

Supply and fixing of rain water pipe P.V.C. 110mm 6 Kg/Cm2(2 Nos.) with bend and clamp etc. all complete.

Quantity15

Rate-

Amount 624.63

Painting or varnishing new iron work in small areas or new wood work with one priming coat and one coat of approved paints or varnish including supply of all materials labour, T&P etc required for proper completion of work.

Quantity50

Rate-

Amount 94.63

Provide 3mm thick floating coat of neat cement over the previously made plaster on by pass chamber & over plinth plaster etc.

Quantity100

Rate-

Amount 155.21

Providing 15cm long 25 mm dia P.V.C. Pipe spout with slant cutting at ends and fixing the same with cement and coarse sand mortar in sunshades.

Quantity12

Rate-

Amount 49.89

Supply and fixing 3 mm thick glass strips in floor and aprons panels in 1:3 cement and coarse sand mortar.

Quantity-

Rate-

Amount -

25x3mm

Quantity40

Rate-

Amount 76.28

40x3mm

Quantity60

Rate-

Amount 76.28

Dismantling existing plaster over damage/cracked surface including supply of all materials, labour T&P etc. required for proper completion of the work.

Quantity340

Rate-

Amount 75.99

Repairing work of existing Over Head Tank (500 KL/18 M) (Zone - I) Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after . The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.

Quantity505.99

Rate-

Amount 242

Surface Preparation:- Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 25mm average thickness

Quantity1385.18

Rate-

Amount 88.82

Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry , all complete as per direction of Engineer-In-Charge. Bars above 12 mm dia

Quantity152

Rate-

Amount 11.33

Provison for the surface of structure to be treated for strengthening to be roughened properly either by raking joints or by hacking the cement concrete surface with a specially made hacking tool or other wise alternatively to make the surface rough and dust free by providing spatter key or wire brush.

Quantity133.91

Rate-

Amount 314.3

Injection grouting in vertical surface/wall Placing and fixing nozzle by drilling machine in tank wall having minimum dia of Nozzle 15mm and provided on a regular interval not exceeding 1m including construction joints. Injection of pidicrete AM (polymer based on shrinkage high strength grout) admixed with cement through nozzles under pressure by sump @ 250 gms per bag of cement. Sealing the nozzle after grouting with Polymer product mixed with cement.

Quantity61.32

Rate-

Amount 673.56

Repairing of spalled and lose concrete where reinforcement is exposed apply like fixit rust remover by means of brush to the reinforcement for clearing bars and steel surface then apply a bonding coat of acreylic based polymer with cement slurry in 1:1 ratio to the pre-wet cencrete by brush. Now apply the mixture of 1:1 cement, coarse sand to the prepared substrate when primer becomes tacky. of 50 mm thick M25 grade. (Taking 20% of total surface area of OHT)

Quantity206.22

Rate-

Amount 911.49

Change of S.S. ladder inside the tank, repair of M.H. cover of top dome, change of masquoto jali with new one complete.

Quantity150

Rate-

Amount 335.83

Supply and fixing of 20 mm dia G.I. pipe railling in stair case and balcony. (Taking only 50% new and 50% old materials)

Quantity90

Rate-

Amount 287.85

Supply and fitting of lighting conductor on top dome and making earthing with required earthing wire from top to bottom of tank as per direction of engineer in charge.

Quantity1

Rate-

Amount 23987.5

100 mm thick 1:4:8 plain cement concrete and 100 mm thick RCC M15 flooring with apron with 3mm floating coat of neat cement including supply of all materials, labour, T&P etc complete.

Quantity16.46

Rate-

Amount 1580.63

Painting of outer surface of OHT from Top to bottom with two coat of weather coat-All guard, Apex-Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity2030.48

Rate-

Amount 162.52

RCC work with cement, coarse sand and 20mm gauge approved stone ballast in proportion of 1:1.5:3 in slabs excluding supply of reinforcement and fixing and binding the same with 0.50mm thick binding wire (to be supplied by the contractor) centering and supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity3.75

Rate-

Amount 12513.46

Mild steel or iron work in plain work such as R.C. or R.B. work (When not included, in over all rates) brought to required shape, as necessary including binding for proper completion of work including supply of steel and wastage.

Quantity212

Rate-

Amount 75.53

1st class brick work in 1:4 cement and Coarse sand mortar in damaged portion of boundary wall including supply of all materials labour, T&P etc. required for proper completion of the work.

Quantity6.56

Rate-

Amount 5826.63

12mm thick plaster with cement mortar consisting cement coarse sand in ratio 1:4 work minimum thickness not to be less than 10mm on boundary wall including supply of all materials, labour T&P etc. required work.

Quantity156

Rate-

Amount 185.8

Painting of outer surface of Boundary wall with two coat of weather coat-All guard, Apex-Ultima (Premium Acrylic smooth Exterior paint with silicon Additive) with one coat of primer coat exterior primer over smooth base of white cement based to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work.

Quantity360

Rate-

Amount 162.52

Painting on iron work in small areas with one coat priming and one coat of approved paint including supply of all materials, labour and T&P etc. required for proper completion of the work.

Quantity15

Rate-

Amount 94.63

Dismantling of reinforce Cement concrete or reinforce brick work including sorthing and stacking of serviceable of disposal of unserviceable material within a distance of 50m.

Quantity2

Rate-

Amount 804.2

Removal of silt and dismantle concrete debris deposited inside the container portion and its desposal, washing, disinfecting & cleaning etc. complete.

Quantity359.64

Rate-

Amount 63.7

Supply of all material, labour, T&P etc. for fixing of additional vertical pipe for existing OHT of 22 m staging

Quantity1

Rate-

Amount 225482

B- E&M works Construction of 12Nos (10 new &2 Rebore)Tubewell (1200 LPM ) TRANSPORTATION

Quantity-

Rate-

Amount -

RIG MACHIN:-Transportation of rig machine including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .

Quantity12

Rate-

Amount 31372.8

AIR COMPRESSOR :-Transportation of 600 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .

Quantity12

Rate-

Amount 27187.2

O.P. UNIT :-Transportation of 3 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .

Quantity12

Rate-

Amount 43084.8

TUBE WELL ASSEMBLY :-Transportation of TUBE WELL ASSEMBLY including Loading , unloading with labour etc complete in all respect .

Quantity12

Rate-

Amount 28800

(DRILLING BORE) As per IS 2800 (Part I & II)

Quantity-

Rate-

Amount -

Barricading

Quantity12

Rate-

Amount 4800

Logging of Bore

Quantity12

Rate-

Amount 17280

Drilling of 600mm dia bore from G.L. to 70m BGL.

Quantity840

Rate-

Amount 2198.4

Drilling of 550mm dia bore from 70m BGL to 100m BGL.

Quantity360

Rate-

Amount 1852.8

Drilling of 550mm dia bore from 100m BGL to180m BGL.

Quantity960

Rate-

Amount 2169.6

LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL-Lowering of 300mm X 200mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 200m BGL.

Quantity-

Rate-

Amount -

Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL.

Quantity720

Rate-

Amount 355.2

Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 60m BGL to 100m BGL.

Quantity480

Rate-

Amount 240

Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 160m BGL.

Quantity720

Rate-

Amount 297.6

TUBE WELL: ASSEMBLY MATERIALS(As per IS 4270, IS 8110)

Quantity-

Rate-

Amount -

300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X200mm dia M.S reducer 16mm thick, 1 no M.S. well cap 12mm thick , 11 no M.S. ring 100X12mm thick, M.S. clamp ,T.W. Support (I Section) etc comp in all respect .

Quantity720

Rate-

Amount 5171.52

200mm dia MSERW 7.1mm thick plain /slotted pipe including with 30 no M.S ring 100X12mm thick , 1 no M.S. bail plug , 20 no center guide etc comp in all respect.

Quantity1200

Rate-

Amount 3576.96

PEA-GRAVEL (As per IS 4097) :-1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stacking at site.

Quantity612

Rate-

Amount 5760

Development of tube well by 600 PSI air compressor

Quantity-

Rate-

Amount -

Development of tube well by 600 PSI air compressor

Quantity720

Rate-

Amount 3734.4

Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work.

Quantity12

Rate-

Amount 5760

Development of tube well by 3 cusec O.P. Unit

Quantity-

Rate-

Amount -

Cutting of housing cover by gas cutter

Quantity12

Rate-

Amount 2880

Development of tube well by 3 cusec O.P. Unit.

Quantity960

Rate-

Amount 748.8

Re-welding of Tube well cover by Electric welding

Quantity12

Rate-

Amount 2880

Watch & Ward during construction period.

Quantity12

Rate-

Amount 43200

TEST:-Chemical and bacteriological test.

Quantity12

Rate-

Amount 2401.92

Construction of 6Nos Tubewell (1000 LPM ) TRANSPORTATION

Quantity-

Rate-

Amount -

RIG MACHINE:- Transportation of rig machine including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .

Quantity6

Rate-

Amount 31372.8

AIR COMPRESSOR:-Transportation of 600 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .

Quantity6

Rate-

Amount 27187.2

O.P. UNIT :-Transportation of 3 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .

Quantity6

Rate-

Amount 43084.8

TUBE WELL ASSEMBLY:-Transportation of TUBE WELL ASSEMBLY including Loading , unloading with labour etc complete in all respect .

Quantity6

Rate-

Amount 28800

CONSTRUCTION OF TUBE WELL (DRILLING) As per IS 2800 (Part I & II)

Quantity-

Rate-

Amount -

Barricading

Quantity6

Rate-

Amount 4800

Logging of Bore

Quantity6

Rate-

Amount 17280

Drilling of 600mm dia bore from G.L. to 70m BGL.

Quantity420

Rate-

Amount 2198.4

Drilling of 550mm dia bore from 70m BGL to 100m BGL.

Quantity180

Rate-

Amount 1852.8

Drilling of 550mm dia bore from 100m BGL to200m BGL.

Quantity480

Rate-

Amount 2169.6

LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL:-Lowering of 300mm X 200mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 200m BGL.

Quantity-

Rate-

Amount -

Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL.

Quantity360

Rate-

Amount 355.2

Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 60m BGL to 100m BGL.

Quantity240

Rate-

Amount 240

Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 160m BGL.

Quantity360

Rate-

Amount 297.6

TUBE WELL: ASSEMBLY MATERIALS (As per IS 4270, IS 8110)

Quantity-

Rate-

Amount -

Quantity360

Rate-

Amount 5171.52

200mm dia MSERW 7.1mm thick plain /slotted pipe including with 30 no M.S ring 100X12mm thick , 1 no M.S. bail plug , 20 no center guide etc comp in all respect.ct.

Quantity600

Rate-

Amount 3576.96

PEA-GRAVEL (As per IS 4097):-1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stacking at site.

Quantity336

Rate-

Amount 5760

Development of tube well by 600 PSI air compressor

Quantity-

Rate-

Amount -

Development of tube well by 600 PSI air compressor

Quantity300

Rate-

Amount 3734.4

Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work.

Quantity6

Rate-

Amount 5760

Development of tube well by 3 cusec O.P. Unit

Quantity-

Rate-

Amount -

Cutting of housing cover by gas cutter

Quantity6

Rate-

Amount 2880

Development of tube well by 3 cusec O.P. Unit.

Quantity480

Rate-

Amount 748.8

Re-welding of Tube well cover by Electric welding

Quantity6

Rate-

Amount 2880

Watch & Ward during construction period.

Quantity6

Rate-

Amount 43200

TEST :-Chemical and bacteriological test.

Quantity6

Rate-

Amount 2401.92

Pumping plant with piping and valves ( 1200LPM) for zone-1 and zone-3 tubewell

Quantity-

Rate-

Amount -

SITC with following 1.Clear water submersible pump complete with electric motor capable to operate on 380/420 volts 3 phase 50 Hz A.C. for 1200 LPM. 40 Mtr. Head and 20 HP(bothe tentative). - 1Set MAIN PIPING AND VALVES:- 2.1-150 MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc 2.2:-CI-D/F 90 Degree bend of size 150 mm dia -1No 2.3:- CI-A/F Tee of size 150 mm dia -1No 2.4:-M.S. distance piece of 150 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.- 3no 2.5:-M.S. enlarger/reducer of suitable size.-1No 2.6:-Reflex Valve 150 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No 2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set 3:-Tools and Spanners with Pipe Wrench etc.-1Set 4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No 5:-9 inch size pump protection ring -1No 6:-Miscellaneous items-1No 7:-Painting of pumping plant materials-1job 8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job 9:-Commissioning & testing of pumping plant.-1job 10:-On account of watch & ward during Pump Installation -1job

Quantity9

Rate-

Amount 226102.08

Spare column pipe heavy duty

Quantity36

Rate-

Amount 6240

Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit.

Quantity9

Rate-

Amount 16320

SITC of servo Stabilizer 20 KVA or Suitable capacity

Quantity9

Rate-

Amount 115200

Sluice valves with motor operated actuator valves of size 150 mm

Quantity18

Rate-

Amount 120000

CE/UL Certified electromagnetic flowmeter of size 150mm

Quantity9

Rate-

Amount 144000

Soft starter 22 KW or suitable capacity

Quantity9

Rate-

Amount 81600

CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W

Quantity9

Rate-

Amount 115200

Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT

Quantity9

Rate-

Amount 57600

CE/UL Certified Pressure transmitter

Quantity9

Rate-

Amount 48000

Pumping plant with piping and valves ( 1200LPM) for zone-2 tubewell

Quantity-

Rate-

Amount -

SITC with following 1.Clear water submersible pump complete with electric motor capable to operate on 380/420 volts 3 phase 50 Hz A.C. for 1200 LPM. 60 Mtr. Head and 30 HP(bothe tentative). - 1Set MAIN PIPING AND VALVES:- 2.1-150 MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc 2.2:-CI-D/F 90 Degree bend of size 150 mm dia -1No 2.3:- CI-A/F Tee of size 150 mm dia -1No 2.4:-M.S. distance piece of 150 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.- 3no 2.5:-M.S. enlarger/reducer of suitable size.-1No 2.6:-Reflex Valve 150 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No 2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set 3:-Tools and Spanners with Pipe Wrench etc.-1Set 4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No 5:-9 inch size pump protection ring -1No 6:-Miscellaneous items-1No 7:-Painting of pumping plant materials-1job 8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job 9:-Commissioning & testing of pumping plant.-1job 10:-On account of watch & ward during Pump Installation -1job

Quantity3

Rate-

Amount 276322.56

Spare column pipe heavy duty

Quantity12

Rate-

Amount 6240

Quantity3

Rate-

Amount 16320

SITC of servo Stabilizer 30 KVA or suitable capacity

Quantity3

Rate-

Amount 138240

Sluice valves with motor operated actuator valves of size 150 mm

Quantity6

Rate-

Amount 120000

CE/UL Certified electromagnetic flowmeter of size 150mm

Quantity3

Rate-

Amount 144000

Soft starter 30 KW or suitable capacity

Quantity3

Rate-

Amount 96000

CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W

Quantity3

Rate-

Amount 115200

Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT

Quantity3

Rate-

Amount 57600

CE/UL Certified Pressure transmitter

Quantity3

Rate-

Amount 48000

Pumping plant with piping and valves ( 1000 LPM) for zone 4&5 tubewell

Quantity-

Rate-

Amount -

SITC with following 1.Clear water submersible pump complete with electric motor capable to operate on 380/420 volts 3 phase 50 Hz A.C. for 1000 LPM. 60 Mtr. Head and 25 H.P.(bothe tentative) - 1Set MAIN PIPING AND VALVES:- 2.1-100 MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 24 m with 1m long top pipe with cap (Dumdum) and sealing ring.etc 2.2:-CI-D/F 90 Degree bend of size 100 mm dia -1No 2.3:- CI-A/F Tee of size 100 mm dia -1No 2.4:-M.S. distance piece of 100 mm dia 1.00m long 1 Nos. and 1.5m long 2 No.- 3no 2.5:-M.S. enlarger/reducer of suitable size.-1No 2.6:-Reflex Valve 100 mm dia P.N. rating 1.0 Having following specification confirming (as per IS-14846-2000)-1No 2.7:-Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc.-1Set 3:-Tools and Spanners with Pipe Wrench etc.-1Set 4:-tones capacity 4.5 m lift, spur geared chain pulley block Indef make P Type-1No 5:-9 inch size pump protection ring -1No 6:-Miscellaneous items-1No 7:-Painting of pumping plant materials-1job 8:-Erection of pumping plant and Power wiring & earthing and other civil works.-1job 9:-Commissioning & testing of pumping plant.-1job 10:-On account of watch & ward during Pump Installation -1job

Quantity6

Rate-

Amount 259582.08

Spare column pipe heavy duty

Quantity24

Rate-

Amount 4512

Quantity6

Rate-

Amount 16320

SITC of servo Stabilizer 25 KVA or suitable capacity

Quantity6

Rate-

Amount 122880

Sluice valves with motor operated actuator valves of size 100 mm

Quantity12

Rate-

Amount 120000

CE/UL Certified electromagnetic flowmeter of size100 mm

Quantity6

Rate-

Amount 144000

Soft starter 22 KW or suitable capacity

Quantity6

Rate-

Amount 81600

CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W

Quantity6

Rate-

Amount 115200

Complete cabling of tubewell including all power & control cable of all equipment at pumphouse and OHT

Quantity6

Rate-

Amount 57600

CE/UL Certified Pressure transmitter

Quantity6

Rate-

Amount 48000

OHT E&M WORK for all zone

Quantity-

Rate-

Amount -

Sluice valves with motor operated actuator valves on distribution line of 450mm size or suitable size

Quantity5

Rate-

Amount 384000

Radar type level transmitter at OHT

Quantity5

Rate-

Amount 115200

Electromagnetic flowmeter of suitable size at distribution line of 450mm size or suitable size

Quantity5

Rate-

Amount 480000

Automation of Units of T/W

Quantity-

Rate-

Amount -

CE & UL Certified RTU/PLC in IP 54 enclosure suitable to communicate with GSM based modem unit with CPU & power supply with analog & digital parameters & features as specified for T/W to store and transmit data on GSM Backbone.RTU/PLC designed with logic to transfer data at multiple stations as specified in tender documents

Quantity18

Rate-

Amount 275000

GSM/GPRS based wireless communication 4G modem for RTUs/PLC capable to transfer data from remote site to CS with all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender documents.

Quantity18

Rate-

Amount 30000

CE/UL Certified Intelligent energy meters

Quantity18

Rate-

Amount 25000

Auto phase reversal Unit 100 Amp

Quantity18

Rate-

Amount 45000

CE/UL Certified Surge Protector for control panel

Quantity18

Rate-

Amount 15000

CE/UL Certified 7" HMl touch screen suitable to communicate with PLC/RTU for Local display and control of Process Parameters

Quantity18

Rate-

Amount 30000

Control panel with IP 54 protection, industrial grade for all equipments( Separate for control 24 V and power equipments

Quantity18

Rate-

Amount 120000

Installation,Testing and commissioning

Quantity18

Rate-

Amount 10000

Trial run 3 months

Quantity18

Rate-

Amount 5000

Three month trial of all Tubewell

Quantity-

Rate-

Amount -

Quantity of sodium hypochloridr require for three month for all tubewell

Quantity7428

Rate-

Amount 55

Provision for operation of pumping plant

Quantity54

Rate-

Amount 20000

Pumping plant for zps (zone-1)

Quantity-

Rate-

Amount -

PUMPING PLANTS:Supply of 2750 LPM at 40 mtrs. Head Synchrous speed1500 RPM Water Lubricant VT Pump with squirrel cage induction motor 40 HP suitable for above pump with TEFC enclosure including base plate along with coupling, coupling guard, foundation, bolts, Etc in all respect.

Quantity3

Rate-

Amount 919996

MAIN PIPING AND VALVES

Quantity-

Rate-

Amount -

D.I. Reflux valve 200 mm dia .

Quantity3

Rate-

Amount 49995

200 mm dia Sluice valve with actuater suitable for SCADA operation.

Quantity3

Rate-

Amount 150000

Common Header (for all pumps)

Quantity-

Rate-

Amount -

D.I. D/F Distance piece 250mm dia 0.5 mtr. Long

Quantity3

Rate-

Amount 4503

D.I. D/F Distance piece 250 mm dia 1 mtr. long

Quantity3

Rate-

Amount 8189

D.I. D/F Distance piece 250 mm dia 1.5 mtr. Long

Quantity2

Rate-

Amount 9357

D.I. D/F Distance piece 250 mm dia 2 mtr. Long

Quantity2

Rate-

Amount 10522

D.I. D/F Distance piece 250 mm dia 3 mtr. long.

Quantity2

Rate-

Amount 12931

D.I. D/F 900 bend 250 mm dia

Quantity2

Rate-

Amount 7111

D.I. Tee 250 x 200 x 250 mm Tee A/F

Quantity3

Rate-

Amount 9892

Sluice valve 250 mm dia with actuater suitable to SCADA operation

Quantity1

Rate-

Amount 190000

DI D/FReflux valve 250 mm dia

Quantity1

Rate-

Amount 70074

Bye Pass Arrangement:-

Quantity-

Rate-

Amount -

A/F Tee 250x250x250 mm dia

Quantity1

Rate-

Amount 10023

Sluice valve 250mm dia with actuater suitable to SCADA operation

Quantity1

Rate-

Amount 190000

Dismantling joints for Commmon Header and Flowmeter for 250 mm dia

Quantity2

Rate-

Amount 21121

CE/UL Certified Electromagnetic FLOW METER: 250 mm dia size

Quantity1

Rate-

Amount 225000

Electrical Items

Quantity-

Rate-

Amount -

Supply of 3 core 25 sq. mm. unarmoured Copper conductor cable from panel to starter and starter to respective motors with lugs etc.

Quantity90

Rate-

Amount 1815

Supply of 3.5 core 95 sq. mm. Aluminium armoured cable from LT Control Panel to Motor control panel.

Quantity100

Rate-

Amount 1143

MOTOR CONTROL PANNEL :- Supply of M.S. Fabricated Dust and Vermin Proof, Cubical Type, Floor Mounted Control Panel compatible to SCADA with RS485 Port consisting including all necessary equipments and protection devices as following :- INCOMING :- 1 No. 200 Amp. M.C.C.B. motorizes & microprocessor based.or suitable capacity OUTGOING :- (i) 3 Nos. 100 Amp. microprocessor based MCCB with Soft starter RS 485 Port- 400 V Class, 30 KW (40 HP), Rating (ii) 1 No. MCCB 32 Amp for lighting and fan (iii) 2 No. MCCB 63 Amp for Auxiliary Load

Quantity1

Rate-

Amount 985000

Supply of microproceesor based three phase sensing power factor correction relay panel, IEC/EN 61000-6- (2&4) communication interface with RS 485, indication of switching on units, auto /manual status and shall have over load protection, no volt release, having multi parameterlike KW, KVA, KVAR rating capacity of 50 KVAR or suitable capacity

Quantity1

Rate-

Amount 107760

Auto Phase reversal unit / Automatic switch with inbuilt the delay & enclosure (Confirms to IEC: 60947-1 & IEC: 60947-6-1) of followint rating: 200Amp Rating or suitable capacity

Quantity1

Rate-

Amount 120000

CE/UL Certified Radar type Level Transmiter for CWR

Quantity1

Rate-

Amount 120000

CE/UL Certified Pressure transmitter for each pump.

Quantity3

Rate-

Amount 50000

Earthing Complete in all respect. Earthing system shall executed as per IS : 3043 and I.E. rules. (for Motor Pump set and Control Panel)

Quantity4

Rate-

Amount 19500

Installation of all Equipments, Power wiring of Electrical equipments with cable tray, cable lugs, cable gland and commissioning of the pumping plants

Quantity1

Rate-

Amount 250000

3 Ton / 12 mtr. Lift chain pulley Block with four way motion HOT, Gantry I-section Girder, square rod with travelling trolley.

Quantity1

Rate-

Amount 792000

Rubber mat for Electrical purpose as per IS 5424. 1 Mtr. X 2 Mtr. (12.5 mm thick).

Quantity10

Rate-

Amount 3640

CO2 type Fire extinguisher ISI mark confirming to IS 15683- 4.5 Kg.

Quantity4

Rate-

Amount 6337

Internal & External electrification of Pumping plant.

Quantity1

Rate-

Amount 90000

Tools & Sppanners Complete.

Quantity1

Rate-

Amount 5580

Electromegnatic dozzer of suitable capacity SCADA compatible

Quantity1

Rate-

Amount 75000

CE/UL approved manufacturer's Surge protector for all AC control supplies of all equipments.

Quantity1

Rate-

Amount 15000

Installation, commissioning & testing of Automation related equipments for ZPS

Quantity1

Rate-

Amount 20000

Trial run for 3 month period for one ZPS

Quantity1

Rate-

Amount 15000

12 watt solar based LED light with GI pole

Quantity4

Rate-

Amount 30000

SCADA of ZPS FOR ZONE 1&3

Quantity-

Rate-

Amount -

CE & UL Certified PLC/RTU with redudant CPU & Power supply in IP 54 enclosure sutable to Communicate with GSM based modem unit with redudant CPU & Power Supply with annalog & digital Parameter & features as specified for each ZPS/OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at muliple stations with Control Panel as specified in tender technical specification.

Quantity2

Rate-

Amount 550000

G.S.M./G.P.R.S. based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification.

Quantity2

Rate-

Amount 30000

CE/UL Certified Intelligent Smart Energy Meter

Quantity2

Rate-

Amount 25000

Complete cabling for ZPS including all power & control cable of all equipments at ZPS and OHT (Upto 3 Pumps)

Quantity2

Rate-

Amount 80000

Security Survelliance IP Camera with Recorder (optional)

Quantity4

Rate-

Amount 20000

Pumping plant of zps for (zone-3)

Quantity-

Rate-

Amount -

PUMPING PLANTS: Supply of 2350 LPM at 40 mtrs. Head Synchrous speed1500 RPM Water Lubricant VT Pump with squirrel cage induction motor 40 HP suitable for above pump with TEFC enclosure including base plate along with coupling, coupling guard, foundation, bolts, Etc in all respect.

Quantity3

Rate-

Amount 919996

MAIN PIPING AND VALVES

Quantity-

Rate-

Amount -

D.I. Reflux valve 150 dia mm size

Quantity3

Rate-

Amount 30762

Sluice valve with actuater suitable to SCADA operation150 mm dia size

Quantity3

Rate-

Amount 125000

Common Header (for all pumps)

Quantity-

Rate-

Amount -

D.I. D/F Distance piece 200mm dia 0.5 mtr. Long

Quantity3

Rate-

Amount 4046

D.I. D/F Distance piece 200 mm dia 1 mtr. long

Quantity3

Rate-

Amount 6092

D.I. D/F Distance piece 200 mm dia 1.5 mtr. Long

Quantity2

Rate-

Amount 7002

D.I. D/F Distance piece 200 mm dia 2 mtr. Long

Quantity2

Rate-

Amount 7912

D.I. D/F Distance piece 200 mm dia 3 mtr. long.

Quantity2

Rate-

Amount 9730

D.I. D/F 900 bend 200 mm dia

Quantity2

Rate-

Amount 4000

D.I. Tee 200 x 150 x 200 mm Tee A/F

Quantity3

Rate-

Amount 5718

Sluice valve 200 mm dia with actuater suitable to SCADA operation

Quantity1

Rate-

Amount 150000

DI D/FReflux valve 200 mm dia

Quantity1

Rate-

Amount 49995

Bye Pass Arrangement:-

Quantity-

Rate-

Amount -

A/F Tee 200x200x200 mm dia

Quantity1

Rate-

Amount 6226

Sluice valve 200mm dia with actuater suitable to SCADA operation

Quantity1

Rate-

Amount 150000

Dismantling joints for Commmon Header and Flowmeter for 200 mm dia

Quantity2

Rate-

Amount 14348

CE/UL Certified Electromagnetic FLOW METER: 250 mm dia size

Quantity1

Rate-

Amount 190000

Electrical Items (As per Havells Price List)

Quantity-

Rate-

Amount -

Supply of 3 core 25 sq. mm. unarmoured Copper conductor cable from panel to starter and starter to respective motors with lugs etc.

Quantity90

Rate-

Amount 1815

Supply of 3.5 core 95 sq. mm. Aluminium armoured cable from LT Control Panel to Motor control panel.

Quantity100

Rate-

Amount 1143

Quantity1

Rate-

Amount 985000

Quantity1

Rate-

Amount 107760

Auto Phase reversal unit / Automatic switch with inbuilt the delay & enclosure (Confirms to IEC: 60947-1 & IEC: 60947-6-1) of followint rating: 200Amp Rating or suitable capacity

Quantity1

Rate-

Amount 120000

CE/UL Certified Radar type Level Transmiter for CWR (As per SOR 2020)

Quantity1

Rate-

Amount 120000

CE/UL Certified Pressure transmitter for each pump. (As per SOR 2020)

Quantity3

Rate-

Amount 50000

Earthing Complete in all respect. Earthing system shall executed as per IS : 3043 and I.E. rules. (for Motor Pump set and Control Panel)

Quantity4

Rate-

Amount 19500

Installation of all Equipments, Power wiring of Electrical equipments with cable tray, cable lugs, cable gland and commissioning of the pumping plants

Quantity1

Rate-

Amount 250000

3 Ton / 12 mtr. Lift chain pulley Block with four way motion HOT, Gantry I-section Girder, square rod with travelling trolley.

Quantity1

Rate-

Amount 792000

Rubber mat for Electrical purpose as per IS 5424. 1 Mtr. X 2 Mtr. (12.5 mm thick).

Quantity10

Rate-

Amount 3640

CO2 type Fire extinguisher ISI mark confirming to IS 15683- 4.5 Kg.

Quantity4

Rate-

Amount 6337

Internal & External electrification of Pumping plant.

Quantity1

Rate-

Amount 90000

Tools & Sppanners Complete.

Quantity1

Rate-

Amount 5580

Electromegnatic dozzer of suitable capacity SCADA compatible .

Quantity1

Rate-

Amount 75000

CE/UL approved manufacturer's Surge protector for all AC control supplies of all equipments.

Quantity1

Rate-

Amount 15000

Installation, commissioning & testing of Automation related equipments for ZPS

Quantity1

Rate-

Amount 20000

Trial run for 3 month period for one ZPS

Quantity1

Rate-

Amount 15000

12 watt solar based LED light with GI pole

Quantity4

Rate-

Amount 30000

SUB STATION FOR ZONE-1

Quantity-

Rate-

Amount -

H.T.Panel( Comprising with 1 no. incoming and 2 -Outgoing). Supplying of indoor type floor mounted metal clad, 11 KV VCB panel with 1No. 630 Amp. incoming VCB & 2 Nos 630 Amp. outgoing VCB totally enclosed, horizontal drawout, horizontal/ vertical isolation type breaker as per IS with all necessory protection and also should be compatible to SCADA operation

Quantity1

Rate-

Amount 2200000

Transformer Supplying of 160 KVA, 11/0.44 KV, 3 Phase, 50 Hz, Dyn 11, indoor ONAN type, copper wound transformer with OFF load tap changing arrangement on HV side in steps of +7.5% & -15%, LV side @ 2.5% stapping complete with all accessories i/c first filling of filtered dehydrated oil and confirming to IS 1180-2014 & as per specification complete in all respects as required at site.

Quantity2

Rate-

Amount 513146

Main L.T. Panel Supply of LT Panel comprisiing of following details. 02 No. 200 Amp. Incoming MCCB Panel shall be mechanically and electrically interlocked completely and 01 Nos 200 Amp MCCB as Outgoing and 01 Nos 80Amp Outgoing for Auxiliary Load suitable for SCADA and all necessary protection equipments and metering equipment as per requirement.

Quantity1

Rate-

Amount 500000

Supply of 120 Sq.mm size XLPE cable from 11 K.V.UPPCL metering panel to H.T. incoming Panel, and H.T. panel to Transformer.

Quantity90

Rate-

Amount 2410

Supply of H.T. Cable end termination joint kit.

Quantity6

Rate-

Amount 16500

Complete in all respect. Earthing system shall executed as per IS : 3043 and I.E. rules.

Quantity12

Rate-

Amount 19500

Supply of 1.1 KV grade 95 sq mm 3.5 core PVC insulated Armored Aluminum cable from Transformer to L.T. Panel.

Quantity180

Rate-

Amount 1143

Installation and commissioning of 11 KV/0.44KV, substations including 100 KVA, Transformer including HT Panels and L.T. Panel with cable tray, cable lug, cable gland including all labor T&P complete in all respect.

Quantity1

Rate-

Amount 175000

CO2 type Fire extinguisher ISI mark confirming to IS 15683- 4.5 Kg.

Quantity8

Rate-

Amount 6337

Heavy Duty leak proof fire bucket as per IS 2546/1974

Quantity6

Rate-

Amount 975

Fire bucket stand for 6 bucket

Quantity1

Rate-

Amount 975

Internal & External electrification of Sub-Station

Quantity1

Rate-

Amount 150000

Rubber mat for Electrical purpose as per IS 5424. 1 Mtr. X 2 Mtr. (12.5 mm thick).

Quantity10

Rate-

Amount 3640

NOC for substation from safety department

Quantity1

Rate-

Amount 50000

SUB STATION FOR ZONE-3

Quantity-

Rate-

Amount -

H.T.Panel( Comprising with 1 no. incoming and 2 -Outgoing. Supplying of indoor type floor mounted metal clad, 11 KV VCB panel with 1No. 630 Amp. incoming VCB & 2 Nos 630 Amp. outgoing VCB totally enclosed, horizontal drawout, horizontal/ vertical isolation type breaker as per IS with all necessory protection and also should be compatible to SCADA operation

Quantity1

Rate-

Amount 2200000

Quantity2

Rate-

Amount 513146

Quantity1

Rate-

Amount 550000

Supply of 120 Sq.mm size XLPE cable from 11 K.V.UPPCL metering panel to H.T. incoming Panel, and H.T. panel to Transformer.

Quantity90

Rate-

Amount 2410

Supply of H.T. Cable end termination joint kit.

Quantity6

Rate-

Amount 16500

Complete in all respect. Earthing system shall executed as per IS : 3043 and I.E. rules.

Quantity12

Rate-

Amount 19500

Supply of 1.1 KV grade 95 sq mm 3.5 core PVC insulated Armored Aluminum cable from Transformer to L.T. Panel.

Quantity180

Rate-

Amount 1143

Quantity1

Rate-

Amount 175000

CO2 type Fire extinguisher ISI mark confirming to IS 15683- 4.5 Kg.

Quantity8

Rate-

Amount 6337

Heavy Duty leak proof fire bucket as per IS 2546/1974

Quantity6

Rate-

Amount 975

Fire bucket stand for 6 bucket

Quantity1

Rate-

Amount 975

Internal & External electrification of Sub-Station

Quantity1

Rate-

Amount 150000

Rubber mat for Electrical purpose as per IS 5424. 1 Mtr. X 2 Mtr. (12.5 mm thick).

Quantity10

Rate-

Amount 3640

NOC for substation from safety department

Quantity1

Rate-

Amount 50000

Stablizer for zps (zone 1 &3)

Quantity-

Rate-

Amount -

3 Phase AC automatic voltage stabilizer for 125 KVA

Quantity2

Rate-

Amount 350000

Three month trial of ZPS(zone 1&3)

Quantity-

Rate-

Amount -

Quantity of sodium hypochloridr require for three month for ZPS

Quantity7344

Rate-

Amount 55

MCS for all zone and zps

Quantity-

Rate-

Amount -

CE/UL & BIS certified industrial grade LED monitor with latest configuration as per technical specification of size- 65 "

Quantity1

Rate-

Amount 240000

Video wall media player of same OEM

Quantity1

Rate-

Amount 50000

Desktop/PC with i5/i7 configuration as per technical specification

Quantity2

Rate-

Amount 90000

CE/UL Certified 5 KVA UPS With battery as per tech specification

Quantity1

Rate-

Amount 300000

Full development version/Run Time version of requiared TAGS SCADA softaware with custamization of software for MCS as per specfication given

Quantity1

Rate-

Amount 500000

CE/UL certfied master control room PLC with redundant CPU & power supply at MCS in lP54 enclouser as per spec mentioned in bidding documents

Quantity1

Rate-

Amount 550000

CE/UL certified field gateway agent for transferring data from MCS to control room

Quantity1

Rate-

Amount 150000

GSM Based wireless/broadband/ Equivalent communication system for PLC Capable to transfer/received data & gather data from remote site to MCS, All accessories included signal enhancer with antenna and all running expenses till DLP

Quantity1

Rate-

Amount 40000

CE/UL certified Firewall for network protection

Quantity1

Rate-

Amount 180000

Surge protector for ethernet communication protection

Quantity1

Rate-

Amount 15000

CE/UL Certified industrail grade ethernet switch

Quantity2

Rate-

Amount 15000

Mobile app facility system architecture (industrial internet based & viewed through mobile apps for increased local & remote visibility)

Quantity1

Rate-

Amount 250000

CANON/HP/Equivalent LASER printer 1018 or equivalent

Quantity1

Rate-

Amount 30000

Complete cabling of tubewell including all power & control cable for T/W

Quantity1

Rate-

Amount 60000

Security Survelliance IP Camera with recorder (OPTIONAL)

Quantity1

Rate-

Amount 20000

Installation,Testing and commissioning with required furniture and A/C etc.

Quantity1

Rate-

Amount 50000

Trial run for 3 months

Quantity1

Rate-

Amount 45000

498 More

A - Civil works :- Structural design and drawing must be vetted by any IIT (Indian Institute of Technology) of India, Supply of all materials, labour, T&P etc required for construction of Intz type RCC over head tank including various works like - Ventilator and Water level indicator, Lightening conductor, D.I. D/F Verticle pipes (Inlet Pipe, Outlet Pipe, Overflow Pipe & Washout Pipe), over flow pipe connect with distribution main with NRV of required dia with all necessary fittings such as sluice valve, NRV and their chamber as per design and specification and place decided by engineer in charge, duck foot bend, puddle collers and bell mouths, Sluice valve on inlet, outlet & washout pipe and sluice salve chamber, bye-pass arrangement of OHT, flooring, apran & drain (100 mm thick PCC of 1:1.5:3 & 100 mm thick RCC of 1:1:2 ), floor two coat apex weather coat (Asian, Berger etc.) painting over one coat primer of approved colour over wall putty two coat (Birla, JK, Asian, Berger etc.) after finishing of RCC surface with grinder, repair of pin holes, unevenness., railings - 20 mm G.I. pipe class - B railing around stair case (both sides), balcony & top dome periphery in three rows with MS angle iron post 50x50x6 in one metre distance, M.S ladder from opening of top dome to bottom dome 65x65x6 with 20 mm steel round bar, Stair case (Seperate two column based RCC staircase upto top dome and 1 m wide balcony with arrangement of M.S Gate and MS square mesh), Food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity and staging mentioned as under: For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determind after soil investigation / 8 tonne/sqm including required earthfilling for maintaining FGL as per level of nearest road cost of earth required for filling not to be paid extra. Note :- The bid price of over head tanks is to be submitted considering net safe allowable bearing capacity as 8 t/m2, keeping the minimum foundation depth to be 2.5 m below existing ground level at the site of work, layout as ground level of over head tank consider from 50 cm above than near of road surface to be finalized by the engineer in charge including, campus cleaning, removal of debries, bush cutting and disposal within municipal limt and filling ogf earth if required as per direction of Engineer in charge. The successful bidder will be required to investigate the soil bearing capacity. If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity.

---

Over Head Tank - 1400 KL / 22 M Staging at Zone I

1No.-17670000

Over Head Tank - 1600 KL / 24 M Staging at Zone II

1No.-20463000

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