Himachal Pradesh Agriculture Development Society Tender
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Himachal Pradesh Agriculture Development Society Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date19 Sep 2022
Closing Date11 Oct 2022
Tender AmountRefer Documents
Costs
EMD
₹ 54,200Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HPCDP_65200_1Bid Award Id
ViewTender No
No.Agr.HMRDPMU(G)(7)P II 2021 22 595 dt19.09.2022Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://https://hds.hp.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Drilling and lowering of M.S casing pipes confirming to IS 4270-2001 with up-to-date ammendments, if any, of suitable sizes as mentioned above, from 30-60 mtrs below ground level within all leads and lifts.
30
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Drilling and lowering of M.S casing pipes confirming to IS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from 60-90 mtrs below ground level within all leads and lifts.
30
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Drilling and lowering of M.S casing pipes confirming to IS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from 90-140 mtrs below ground level within all leads and lifts.
50
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Drilling and lowering of M.S casing pipes confirming to IS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from 140-160 mtrs below ground level within all leads and lifts.
5
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Collection, preservaion and display of suitable size sample box with top lid and locking arrangement till handing over of the tube well to the department complete in all respects as per direction of the Engineer -in-Charge.
1
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Supply and lowering of IS marked Electric Resistance Welded M.S. pipe 300 mm dia nominal size housing, 7.1 mm thick having out side dia mtrs. 323.90 mm bevelled edge confirming to I.S. 4270-2001 with up-todate amendments, if any ,about 4 mtrs to 7 mtrs in length, welded without any circumferential joints, into bore hole in vertical position including cost of all scaffolding derricks, poles, clamps embedded in foundation etc. including cost of all cutting, threading and welding of pipes etc. within all leads and lifts,complete in all respects as per the directions of the Engineer -in-Charge.
72.95
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Supplying and Lowering at site Electric Resistance Welded ( ERW) Stainless Steel Cage type "V" wire wound screens of size 300 mm , 7.1 mm thick with slot opening 1.0 mm,as per IS 8110-2000 with upto date ammendments,if any, and material specification as per AISI" American Iron and Steel Inst " Type Grade SS-304 in suitable lenghts as per site conditions, including the cost of SS socket 8mm thickness(supplied by the department ) of length 140 mm, confirming to AISI grade 304, suitable to accomodate screen and ring including jointing screen with blind pipes complete in all respects all scaffolding derricks, poles, clamps, embedding in foundation etc. including cost of all cutting, threading and welding of pipes etc. within all leads and lifts complete in all respects as per the directions of the Engineer - in - Charge. Screen will be of continuous trapezoidal wire spirally wound around fabricated cage. The wrapping wire having "V" shaped (Wedge) profile wire with flat surface on the outside and producing expanding slots on the inside of various dimensions, resistance welded to a cylindrical body made of number of longitudinal special high tensile support rods to provides smooth unrestricted bore which are in turn welded into cylindrical ring couplings on both sides of screens.
28
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Providing and fixing M.S taper/reducer as per lengths approved by Engineer -in-Charge, the material of M.S taper/reducer shall be equivalent to parent pipe material and shall conform to chemical composition as per clasue 5.2 and mechanical properties as per clasue 6.1and table 1 of IS 4270-2001 with upto date amendments,if any, complete in all respect as per directions of the Engineer -in -Charge.
1
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Supply and lowering of IS marked Electric Resistance Welded M.S.pipe 200 mm nominal size housing, 6.40 mm thick having out side dia mtrs. 219.10 mm bevelled edge confirming to I.S. 4270-2001 with up-todate ammendments, if any ,about 4 mtrs to 7 mtrs in length, welded without any circumferential joints, into bore hole in vertical position including cost of all scaffolding derricks,poles,clamps embedded in foundation etc. including cost of all cutting,threading and welding of pipes etc. within all leads & lifts, complete in all respects as per the directions of the Engineer -in-Charge.
28.5
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Supply and lowering at site Electric Resistance Welded (ERW) Stainless Steel Cage type "V" wire wound screens of size 200 mm ,6.40 mm thick with slot opening 1.0 mm,as per IS 8110-2000 with upto date amendments,if any, and material specification as per AISI"American Iron and Steel Inst" Type Grade SS-304 in suitable lenghts as per site conditions, including the cost of SS socket 8 mm thickness ( supplied by the department) of length 140 mm, confirming to AISI grade 304, suitable to accomodate screen and ring including jointing screen with blind pipes complete in all respects all scaffolding derricks,poles, clamps, embedding in foundation etc. including cost of all cutting, threading and welding of pipes etc. within all leads and lifts complete in all respects as per the directions of the Engineer - in - Charge.Screen will be of continuous trapezoidal wire spirally wound around fabricated cage.The wrapping wire having "V" shaped (Wedge) profile wire with flat surface on the outside and producing expanding slots on the inside of various dimensions, resistance welded to a cylindrical body made of number of longitudinal special high tensile support rods to provides smooth unrestricted bore which are in turn welded into cylindrical ring couplings on both sides of screens within all leads & lifts, complete in all respects as per the directions of the Engineer -in-Charge.
16
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Providing and fixing M.S centralized guides at suitable spacing for each tube well as per IS 226-1991 with up-to-date amendments if any, within all leads and lifts ,1x4Nos. complete in all respects as per the directions of the Engineer -in-Charge.
1
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Supplying ,lowering and fixing in position IS marked mild steel bail plug of 200 mm/ 300 mm diameters with "U" hooks as per IS 2800-1991 with up -to date amendements ,if any, within all leads and lifts, complete in all respects per directions of the Engineer -in- Charge.
1
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Providing. and fixing in position threaded iron cap with locking arrangements of approved design to prevent foreign matter from getting into bore hole,as required, within all leads and lifts, complete in all respects as per directions of the Engineer -in- Charge.
1
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Supplying and packing of gravel, consisting of hard quartz or other suitable material with an average specific gravity of not less than 2.5, not containing more than 2% by weight of thin flat of elangated pieces, shall be of sub rounded to rounded grains with minimum angular features of size 2-3.35 mm ,shall be free from impurities such as shafe, shale, mica, felspar, clay, sand,dirt loam,baematte and organic material as pe IS 4097-1967 with upto date amendments, if any, around intake of tubewell with minimum thickness of shroud around screen generally 100 mm to the entire depth of the bore as per 2800 (Part-I ) 1991 with upto date amendments, if any, with in all leads and lifts complete in all respects as per direction of the Engineer -in- Charge.
18.22
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Development of tubewell by back washing method, with air compressor of minimum 750 CFM capacity, pumping pipe of 200 mm size and air line of minimum 65 mm size or with other suitable method,till the well is thoroughly developed as per clause 4.2 of IS 11189-1985, with upto date anebdnebts, if any, complete in all respects as per direction of the Engnieer -in- Charge.
30
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Development of tubewell by continous over pumping method,with VT pump/ submersible pumps of suitable capacity not less than double the discharge established by the compressor method/ design discharge, untill the well is sand free as per IS-11189-1985 up -to- date amendments, if any, complete in all respects as per directions of the Engineer -in- Charge .The draw down and discharge to be established by running the VT / Submersible pump continously for 8 hours in the presence of officer not less than the rank of Assistant Engineer.
20
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Testing the verticality of the tubewell as per clause 4.3 of IS 2800 ( Part-II) 1979 with upto date amendments, if any, using plumb or plunger 6 mm smaller in dia within the inside diameter of the well casing.The results of the verticality test shall be recorded on proforma shown in Appendix A of IS 2800 (Part-II) 1979 with up-to-date ammendments, if any, as appended with the tender documents and handed over complete in all respect as the directions of the Engineer -in- Charge.
1
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Dismentalling of Rig or other allied accesssories after completion of job within all leads & lifts, complete in all respects as per the directions of the Engineer -in- Charge.
1
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Handing over of the tubewell in complete shape as per appendex "B" of clause 7 of IS 2800 (Part-II) -1979 with upto date ammendmentes if any, as appended with the tender documents, in laminated form , in triplicate, complete in all respect as per the directions of the Engineer-in-Charge.
1
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
40.67
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
1564
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Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
16.45
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Providing and laying in position cement concrete 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete in:
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Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.7
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In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4.15
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Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in :
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Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.19
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In beams, suspended floors, roofs having slope landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.55
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In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4.22
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Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering and shuttering including strutting, propping etc. and removal of form work for:
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Foundations, footings, bases for columns, mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
27.9
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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
132.48
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Suspended floors, roofs, landings, balconies and access platform complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
14.93
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Edges of slabs and breaks in floors and walls complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
23.34
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Lintels, beams, plinth beams, girders, bressumers and cantilevers complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.68
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Columns, Pillars, Piers, Abutments, Posts and Struts complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.83
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Boulder / Stone filling under floor consolidating & dressing etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.8
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Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
515.65
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
596.01
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Providing & laying Damp Proof Course 40mm thick with cement concrete 1:2:4 (1 cement:2sand:4 graded stone aggregate 10 mm nominal size) & curing complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.69
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Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.69
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 upto plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
9.05
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3.21
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Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.81
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6 mm cement plaster in cement mortar 1:3 ( 1 cement : 3 fine sand) in ceiling complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
13.51
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15 mm cement plaster on the rough side of brick wall in cement mortar 1:4 (1 cement: 4 Coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
71.51
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Providing and laying cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
9.28
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Providing and fixing 1mm thick M.S. sheet garrage door with frame and diagonal braces or 40x40x6 mm angle iron 3.15 mm M.S. gusset plates at junctions and corner 25 mm dia pully 40x40x6 mm angle and T-iron guide at the top and bottom respectively, including applying a primer coat of red lead paint complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6.12
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Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden/ steel frames of windows and clerestory windows (M.S. grill) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
21.36
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Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. .
14
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Providing and fixing ISI marked oxidised M.S. sliding door bolts (250 x 16 mm) with nuts and screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Providing and fixing ISI marked oxidised M.S. tower bolt (250 x 10 mm) black finish, (Barrel type) with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6
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Providing and fixing ISI marked oxidised M.S. handles (125 mm) conforming to IS:4992 with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
38
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Providing and fixing on wall face C.I.rain water pipe of 100 mm dia including fitting the joints with spun yarn and cement mortar 1:2 (1 cement :2sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6.8
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Finishing with epoxy paint (two or more coats) at all locations prepared on steel work and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
40.02
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White washing with lime to give an even shade New Work (three or more coats) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
43.39
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Finishing walls with water proofing cement paint of required shade: New Work (Two or more costs applied @ 3.84 kg/10sqm) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
41.63
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Providing and fixing M.S fan clamp type 1 of 16 mm dia M.S bar bent to shape with hooked ends in R.C.C slab during laying including painting the exposed portion of loop, all as per standard design complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Providing plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4.51
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Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239: 2004 of 100 mm dia, medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. including flushing , cleaning and hydraulic testing of pipe complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
26
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Providing circumferencial Butt welded joints by electrical arc welding to GMS tubes confirming to IS : 1239: 2004 of 100 mm dia,welded in requisite numbers of weld runs to make the joint leak proof so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - Citojet / ESAB make conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
5
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Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239: 2004 of 80 mm dia, medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. including flushing, cleaning and hydraulic testing of pipe complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
88
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Providing, welding and fixing of M.S. flanges for delivery pipe at 3 m interval at suitable reaches, conforming to following table 5; 80 mm as per IS:6392-1971 (Latest with upto date amendments) and welding of MS Flanges with G.I. Pipes/ MSERW pipes in two layers on both faces to make the joint leak proof (The cost of providing and laying of G.I.Pipes/MSERW Pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrode as per IS : 814-1991 and required number of nuts & bolts conforming to IS: 1364. The thickness of gasket not less than 3.00mm conforming to IS : 2712-1998. The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts. The work shall be done as per entire satisfaction of Engineer-in- charge within all leads and lifts.
30
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Providing, welding and fixing of M.S. flanges @ 1% of joints at suitable reaches, conforming to table 5 as per IS:6392-1971 (latest with upto date amendments) and welding of MS Flanges with G.I. Pipes/ MSERW pipes of 80 mm dia in two layers on both faces to make the joint leak proof (the cost of providing and laying of G.I.Pipes/MSERW Pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrode as per IS : 814-1991 and required number of nuts & bolts conforming to IS: 1364 including cost of gasket sheet nuts & bolts. The thickness of gasket not less than 3.00 mm conforming to IS : 2712-1998. The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts.
1
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Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239: 2004 of 150 mm dia, medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. including flushing , cleaning and hydraulic testing of pipe complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
18
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Providing circumferencial Butt welded joints by electrical arc welding to GMS tubes confirming to IS : 1239: 2004 of 150 mm dia,welded in requisite numbers of weld runs to make the joint leak proof so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - Citojet / ESAB make conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
2
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Providing and fixing CI Sluice Valve of following dia & class of Leader / Kartar / Kirloskar make with MS Flange of Table 5 as per IS 6392-1971 & welding of MS Flanges in two layers on both faces complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
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150 mm dia, PN-1.0 (10.2 Kg/cm²)
1
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125 mm dia, PN-1.0 (10.2 Kg/cm²)
2
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100 mm dia, PN-1.0 (10.2 Kg/cm²)
3
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Providing and fixing CI Non Return Valve 100 mm dia, PN-1.0 (10.2 Kg/cm²) of Leader / Kartar / Kirloskar make with MS Flange of Table 5 as per IS 6392-1971 & welding of MS Flanges in two layers on both faces complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Providing, laying, jointing, commissioning & testing in trenches HDPE pipes of following diameters & classes as per IS 4984 (1995) and jointing the pipes with push type compression joints by hydraulically operated machines, butt fussion welding & electro fusion welding machines i/c necessary fittings, bends, tees, unions, flanges, collars & reducers etc. confirming to IS 8360 & IS 8008 with latest ammendments & shall be provided as per site conditions. Flanging of the pipes shall be made as & where required. Jointing shall be confirming to IS code 8008 & IS 7634, stub ends will be welded on pipes & MS flange shall be provided with slip on covered by epoxy coating/plastic powder. The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts. All manufacturing maerial used shall be in accordance to IS 4427-2007 (latest revision) with 100 % virigin pre-compounded or natural PE resin. Jointing shall be complete in all respects i/c testing at site upto entire satisfaction of the Engineer-in-Charge.
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110 mm dia HDPE pipe (PN 4.0, PE 80)
1154
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125 mm dia HDPE pipe (PN 4.0, PE 80)
378
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Providing and fixing of 75 mm hydrant with main or submain line including HDPE Riser 75 mm double threaded PN-6.0, 75 mm PP ball valve, bend, male female coupler threaded PN-6.0, service saddle PN-6.0 and elbow bend with steel clamp complete in all respect and jointing by butt fusion process (as per requirement of main & sub main line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
22
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Providing and fixing of Air Release Valve of 25 mm dia. with service saddle & GI Nipple in distribution system including jointing & fitting complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2
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Restoration Charges for Road Crossing as per HPPWD Norms for Metalled and Tarred road with Bituminous macadam complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
16
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Writing new letters and figures of any shade with synthetic enamel black or any other approved colour to give an even shade as per drawings and technical specifications clause 1701 in English and roman, hyphen, commas and the like not to be measured and paid complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1990.2
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Supply, installation, testing & commissioning of submersible pumping set of KSB /Calama /SU/ Johnstion make comprising to latest relevant BIS Code. The pump should be fitted with bronze impeller of suitable alloys as per IS 8034-1976 latest suitable for clear water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP, RPM 2900 of reputed make conforming to IS 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. It should include flow meter, cost of bearing nuts, bolts and pointing etc. and should meet the following requirements. The pumping set should include water level guards i/c cable, erection clamps , cable clips and depth gauge etc. and any other item/ fittings required as per site conditions. The pumping set should include water level guards i/c cable, erection clamps, cable clips and depth gauge etc. and any other item suitable for operation of pumping machinery.
(Note: The bidder is required to fill & upload/submit the bid evaluation sheet for pumping machinery mentioned in the bidding document with the technical proposal)
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SITE CONDITIONS:-
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Location of site:- Nakroh
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The altitude of place in which the motor is intended to work in ordinary service.- 430.60 mtrs.
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Humidity:- Humid during rainy season
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Nature of atmosphere:- Normal
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Detail of quality of water:- Clear water
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Water free from sand or not:- Free from sand
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Water corrosive or not:- Not corrosive
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Turbidity:- Less than 50 ppm
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Any other information if required.
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OPERATING CONDITIONS
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Type of current:- AC. Three phase
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Operating frequency:- 50 Hz.
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Rated voltage :- 400(+/-) 15% volts.
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System of earthing to be adopted :- Double loop earthing as per BIS: 3843-1987 latest with upto date amendments .
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Speed of revolution :- To be quoted by tenderer
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Direction of rotation:- To be quoted by tenderer
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No. of working hours per day:- 20 Hours
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The maximum temperature of cooling air and water in the place in which the pump set is intended to work in ordinary service :- Temperature of place to be specified 20°C to 42°C.
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MOTOR
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Ref. to BIS code:- BIS 9283-1979 with upto date amendments
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Type of enclosure of motor:- As per BIS-4691-1985 (Latest)
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Type of duty :- Continuous
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Mechanical output in KW:- Suitable for driving submersible pumps required for duties specified against pumps. To avoid overloading of motor a margin of about 15-20% may be kept in the rated output to prime Mover.
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Class of insulation:- Class –B
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Max. Permissible temp. Rise of motor reqd. if different from that given above:- To be specified by the tenderer.
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Particulars of test reqd. & where they are to be conducted:- AS per terms and conditions attached.
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Particulars as to whether voltage limiting device will be employed:- Oil immersed star delta starter to be installed between bus bar and motor. Shunt capacitor is also proposed to be installed for improving the power factor at site. Note:- Star delta starter upto 37.5 Kw.
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Type of motor:- As per BIS 9283-1979 or latest
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Details of shaft extension required
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Break way torque in terms of rated load torque and the corresponding break-way starting current which may be taken from the supply with the starting apparatus in circuit:- Break way torque to be given by the tenderer but the starting current should not exceed 2.5 times of the full load current.
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Nature of load and any information regarding the driven machine which has a bearing upon the torque reqd. during the accelerated period, the kinetic energy of the moving parts to be accelerated and No. of starts during a specified period:-To work the pump offered.
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Where possible fault capacity of the system to which the motor is connected:- The motor should be able to withstand initial current of 2.5 times the rated current for two minutes without suffering damages or permanent deformations.
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PUMPS
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Nos. of pumps required:- 1 No.
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Spare parts required:- For two years normal maintenance as recommended by manufacturer.
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Type of drive:- Electric induction motor.
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Optional fittings required
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Pump Operating conditions
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Discharge: - 6.62 LPS
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Total head in meters:- 98.53 meter
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Static head :- 92.10 meter
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Minimum depth of water in meters
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Variation in water level in meters
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Ground level to Max. water level (H.F.L) in meters
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Ground level to delivery point in meters
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Pressure in the suction tank. in meters
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Pressure in the delivery tank in meters
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Length of rising main:- 10 meter
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Dia of rising main:- 100 mm
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Turbidity of water than 50 PPM
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Drive type :- Electric driven
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Operating range :- (-) 15% to (+) 10% of total head at duty point.
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Suction/Delivery size of pump:- To be specified by the tenderer.
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Efficiency of pump at:- To be specified by the tenderer.
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Duty head
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(+) 10% head.
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(-) 15% head.
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Material of construction:- To be specified by the tenderer (manufacturers certificate to be appended)
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Provding & fixing of MS. Angle iron steel sheet 16 SWG fabricated floor mounting closed (Almirah type) switch board comprising and capable of mounting the following accessories and with all internal electric connections, duly painted. The drawing of panel board shall be subject to approval of Engineer-in-Charge.
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Provding & fixing of Capacitor/ shunt capacitor of Crompton / L&T / Asian make as per IS ; 2834-1968 with upto date amendments,to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. of motor offered including cables as per relevent ISI code ( of Seimens / Glocter / IEC make ) from bus bar chamber to capacitor as per IS : 4064-1978 with upto date amendments .
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Provding & fixing of suitable DOL/ Star Delta Starter of L&T /Siemens/ Crompton make as per IS: 8544 (Part-I)-1967 with upto date amendments for Squirrel cage / Slipring motor mounted on panel board with magnetic type over load release and dashpot, time lag, under voltage release, with or without initial oil filling as the case may be with single phase preventor as per IS : 1248 ( P-V ) 1983 with up to date amendments.
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Providing ICTP Main Switch with HRC fuses / side handled operated Change over switch of L&T / Crompton / Standard / Havells make for required motor and having capacity 30% extra of the operational rating of motor as per IS: 4064 (Part-II) -1978 latest with up to date amendments.
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Provding & fixing of MCB of suitable capacity of Havells/Standard/MDS/Jyoti/Kilburn make on incoming feeder motors with or without initial oil filling as the case may be offered by the tenderer conforming to IS: 2516 (Part-II)-1985 latest with upto date amendments with neutral linked under voltage release.
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Provding & fixing of ELCB of Havells/ Standard make as per IS: 2516 (Part-II)-1985 with up to date ammendments and of suitable range which should have control box , operating handle & trip / reset bush button on / off of indicators, reindicating off spring condition of the circuit breaker for over current protection. The circuit should be equiped with magnet thermal release with metallic tape CTS. It should also be fitted with earth fault for tripping of breaker on occurence of Earth fault.
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Provding & fixing of Ammeter AC supply, 125 mm square type auto electric of AE/ L&T Rishab make of suitable capacity for above motor with selector switches conforming to IS-1248 (Part-II) -1983 latest with upto date amendments.
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Provding & fixing of Voltmeter AC supply, 125 mm square type auto electric AE/ L&T Rishab make of 0-500 Volts range for above motor with selector switches conforming to IS-1248 (Part-II) -1983 latest with upto date amendments.
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Provding & fixing of Voltage Monitor Relay 3 phase of AE/ L&T Rishab make with all protection and usual indicator and electric siren against single phasing, low voltage, high voltage,reverse phasing,overloading and phase voltage difference conforming to IS-1248 (Part-II) -1983 latest with upto date amendments.
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Provding & fixing of Bus bar chamber having 3 copper bars of suitable rating for full length of 3 phases and one bar of half the rating of full length for neutral conforming to BIS: 8084 –1976 and 11353-1985 read with BIS 5578-1985 all latest with upto date amendmentsof suitable rating.
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Provding & fixing of 3 phase indicator lamps complete with toggle switches for individual motors conforming to BIS 3452 part I & II latest with up to date amendments.
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Provding & fixing of 50 mm dial Hour run meter of CEE/NEE/ reputed make of four digit capacity confirming to BIS 722 (latest edition) / recommendations.
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Provding & fixing of 100 mm dia circular dial Pressure Gauge of Feibig/ Bourden make 0-16 kg/cm2 range of feibig make with all accessories such as stop cock, copper tubing etc, conforming to BIS: 3624-1987 latest with upto date amendments.
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Provding & fixing double flanged cast iron/ cast steel non return valve of Leader /Kirloskar/Kartar make of required dia as per the size of delivery line withstanding nominal seat pressure of PN-1.0 (10.2 Kg/cm²) as per IS 5312-1984 with MS Flange of Table 5 as per IS 6392-1971 & welding of MS Flanges in two layers on both faces complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
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Provding & fixing double flanged cast iron/ cast steel sluice valve of Leader /Kirloskar/Kartar of required dia as per the size of delivery line withstanding nominal seat pressure of PN-1.0 (10.2 Kg/cm²) as per IS 780-1964 (Part-I ) with MS Flange of Table 5 as per IS 6392-1971 & welding of MS Flanges in two layers on both faces complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
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Providing and laying of copper PVC insulated armoured power cable of suitable size and capacity to motors and all other electrical equipments conforming to BIS 1554 (part-I) –1988 or latest with upto date amendments siemen/closter/ICC make form meter of HPSEB- to MCB and form MCB to Bus bar switch and starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles, flexible pipe solder, nuts and bolts, cable glands, etc. laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer. Supply Side - Sutaible Size
Motor Side - Sutaible Size
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Providing and laying of PVC jointless flat water proof cable as per BIS: 694-1990 latest with upto date amendments suitable for the pump sets offered from MCB to motor including all other electrical equipment/accessories such as thimbles, flexible pipes solder, nuts and bolts, cable glands etc laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities & in case of non acceptance by HPSEB authorities it shall have to be replaced by tender.
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Providing and fixing double loop earthing and G.I. plate 600mmx600mmx3mm thick electrode complete with material such as thimbles, nuts and bolts, charcoal and common salt, 25mmx6mm G.I. strips & G.I. wire as per IS: 3043-1987 with up to date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect.
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Providing and laying suction/ delivery pipe GMS Tubes (Medium Class) (IS:1239 - 2004) of suitable dia & length jointed with MS flanges of table-5 as per IS: 6392-1971 including rappers, flanges, rubber gaskets, nuts and bolts and specials upto 5 mtrs away from the outer wall of pump houses as per layout drawings approved by Engineer-in-Charge.
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Providing & erection of electricity system in the pump house with one fan, two CFL (1 inside & 1 outside), one 5amp socket, one 16 Amp. socket inner side of pump house complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
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