Himachal Pradesh Agriculture Development Society Tender
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Himachal Pradesh Agriculture Development Society Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date25 Aug 2023
Closing Date5 Sep 2023
Tender Amount₹ 17,90,032
Costs
EMD
₹ 34,350Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HPCDP_77995_1Bid Award Id
ViewTender No
No.AGR.HMR.DPMU(G)(7) P-II 2021-22 Tender File 592Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://http://hpcdp.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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.
5.79
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Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 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.
13.42
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Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
1.77
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Excavation in foundation for digging well in dry excavation from G.L.upto the level,where well curb is placed from natural surface to 1.50 metre depth complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in Charge.
25.08
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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.
1.61
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Providing and laying in position reinforced cement concrete 1:1:2 ( 1cement : 1 sand : 2 graded stone aggregate 20 mm nominal size) and curing complete:
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In foundation, 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.
3.26
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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.
10.07
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Reinforced cement concrete work with 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering,finishing and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
6.26
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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 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.
50.29
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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.
142.84
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
88.54
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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.
0.9
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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.
10.23
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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.
18.33
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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.
3
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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
3.72
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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.
1.77
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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
1.77
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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 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.
26.65
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Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including 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.
5.76
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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.
4
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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.
11
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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.
3248.49
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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.
569.1
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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.
36.64
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Boulder filling dry hand packed tightly as in wire crate apron bund complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4.11
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Providing under layer for plinth protection 50mm thick of cement concrete1:3:6 (1 cement : 3 coarse sand (zone - III) : 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
3.31
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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.e
4.28
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Filling in plinth with sand under floor including watering,ramming,consolidating and dressing complete
0.44
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Providing and fixing M.S. fan clamp type I or II of 16 mm
dia M.S. bar, bent to shape with hooked ends in R.C.C.
slabs or beams during laying, including painting the
exposed portion of loop, all as per standard design
complete.
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 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.
264
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Providing, laying, joiniting and testing in trenches (to level or grade) GMS tube(IS : 1239-2004) of 150mm dia & medium class confirming to IS specification cabale to withstand the required Hydraullic test pressure as per IS code inrandom length of 6m complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in Charge. (EARTH WORK IN TRENCHES TO BE MEASURED PAID FOR SEPARATELY)
42
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Providing & Laying, Jointing , Testing & Commisioning at site in trenches bevelled ended BIS Marked MSREW pipes 250 mm dia of various grade confrming to IS/ISO-3183-2012 L260 or X42 or equuivalent specifications latest with up to date amnendments having wall thickness and per Rmt weight as mentioned 7 capable of withstanding required test pressure as per BIS code in random lengths of 6-7 mtr.pipe should be bevelled and suitable for butt welding including the cost of jointing with butt weld confirming to IS 816-1969 or latest as applicable with the ends with upto date amendments(leak proof) in three layers at site of work with welding rods of standard make all allied accessories whatever required as per site requirement including carriage in all leads and lifts as directed by Engineer-in-charge.Pipe shall have Zinc coating inside & outside confirming to IS/ISO 4736-1986 or latest with upto date amendments &shall be engraved with code IS/ISO 3183-2012 or ots equivalent.laying shall confirm to BIS 5822-1970 or latest with upto date amendments with provision of scour pipe after every km by providing Tee & Sluice valve etc. complete to the entire satisfaction of Engineer-in-charge
2.5
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Providing circumferencial Butt welded joints by electrical arc welding to MSERW pipe 150mm of following dia of pipe walll thicknesswelded in requisite numbers of weld runs 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 and fixing CI Sluice valve 150 mm dia 10.2kg/cm2 kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 71.30 Kg & Welding of MS Flanges in two layers in both side faces and & i/c carriage in all respects within all lead and lift
2
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Providing and fixing CI Sluice valve 250 mm dia 10.2kg/cm2 kartar make i/c MS Flange of table-5 as per IS 6392-1971 of 5WT of 176.90 Kg & Welding of MS Flanges in two layers in both side faces and & i/c carriage in all respects within all lead and lift
1
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Providing and Fixing CI Sluice Valve 80 mm ø (PN-1.0) 10.2Kg/cm² Kartarmake i/c MS Flange of Table-5 as per IS 6392-1971 of WT of 31.30 Kg &Welding of MS Flanges in two layers on both faces and & i/c carriages in all respects within all leads & lifts.
4
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Providing and Fixing CI Non Return Valve 80 mm ø (PN-1.0) 10.2 Kg/cm² Leader / Kartar / Kirloskar make i/c MS Flange of Table-5 as per IS 6392-1971 WT of 34.00 Kg & Welding of MS Flanges in two layers on both faces and & i/c carriages in all respects within all leads & lifts.complete to the entire satisfaction of Engineer-in-Charge
1
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Wire crate of G.I wire filled with boulders with square cut faces against the wire( Wire Crates to be measured and paid for seperately )
25
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Wire crate of G.I wire filled with boulders with square cut faces against the wire( Boulder filling to be measured and paid for seperately ) G.I wire 5 mm thick corresponding to SWG_8 15 x 15 cm mesh
121.88
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Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post,last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc.complete. (Cost of posts, struts, earth work and concrete
work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With GI barbed wire
37.89
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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.
6.87
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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
1.77
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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.
11.52
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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.
13.86
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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.
22.78
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Providing Corrugated GI sheet Roofing fixed with galvanished iron j or 1 bhook, bolts & nuts 8mm with bitumen & GI limpet washer filled with white lead complete excluding the cost of purlin,rafter & trusses with .63mm thick sheet
11.32
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Providing circumferencial Butt welded joints by electrical arc welding to GMS tubes confirming to IS : 1239 : 2004 of 80 mm dia, welded in requisite numbers of weld runs 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.
44
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Providing, welding and fixing of M.S. flanges @ 1% of joints at suitable reaches, conforming to table 5, 80 mm dia 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.
1
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Supply 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 BIS 9238-1979 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. The pump set should include all items containing item no. 49 & 49.77, water level guards, erection clamps , cable clips and depth gauge etc. and suitable for operation on data given below:-
1
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SITE CONDITIONS:-
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Location of site:-Sangrana
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The altitude of place in which the motor is intended to work in ordinary service.-692.50 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:-
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Operating frequency
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Rated voltage
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System of earthing if any to be adopted
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Speed of revolution
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Direction of rotation
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No. of working hours per day.
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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
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MOTOR
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Ref. to BIS code
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Type of enclosure of motor.
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Type of duty :
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Mechanical output in KW
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Class of insulation
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Max. Permissible temp. Rise of motor reqd. if different from that given in 8 (viii) above.
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Particulars of test reqd. & where they are to be conducted.
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Particulars as to whether voltage limiting device will be employed.
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Type of motor
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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.
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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.
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Where possible fault capacity of the system to which the motor is connected.
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PUMPS
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Nos. of pumps required.
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Spare parts required.
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Type of drive.
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Optional fittings required
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Pump Operating conditions
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Capacity
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Total head in meters
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Static head
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Minimum depth of water
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Variation in water level
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Ground level to Max. water level (H.F.L)
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Ground level to delivery point
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Pressure in the suction tank.
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Pressure in the delivery tank
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Length of rising main
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Dia of rising main
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Turbidity of water
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Drive type
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Limits of total head in which the pump is required to operate.
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Suction/Delivery size of pump
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Efficiency of pump at
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a) Duty head
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b) (+) 10% head.
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c) (-) 15% head.
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Material of construction
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Providing & Fixing of Fully Automatic Air Breaker Star Delta Starter of Havell's/ L&T/ BHEL make as per IS:13947-II with Upto date ammendments for Squirrel Cage/ Slipping Motor mounted on Pannel with Magnetic type overload release and Dashpot, Time lag, Under Voltage release of suitable capacity, with or without initial oil filling as the case may be with single phase preventor as per IS:1248 (P-V) 1983 with upto date ammendments starters. 1 No
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Supply 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. 1 No.
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Providing & Fixing Ammeter AC supply, 100 mm square type auto electric of AE/ L&T Rishab make of suitable capacity for above motor with selector switches conforming to BIS-1248-1983 latest with upto date amendments. 1 no.
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Providing & Fixing Voltmeter AC supply, 100 mm square type auto electric AE/ L&T Rishab make of 0-500 Volts range for above motor with selector switches conforming to BIS-1248-1983 latest with upto date amendments.1 No.
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ICTP switches with HRC fuses of Havells/L&T/standard /cromption make for required motor of suitable capacity and conforming to BIS: 4064-1978 latest with upto date amendments.1 No.
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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 5578-1985 all latest with upto date amendmentsof suitable rating..1 No.
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MCB of suitable capacity of Havells/standard/MDS/Jyoti/Kilburn make to feed motors offered by the tenderer conforming to BIS: 2516-1985 latest with upto date amendments with neutral linked under voltage release. .1 No.
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3 phase indicator lamps complete with toggle switches for individual motors conforming ti BIS 3452 part I & II latest with up to date amendments of 15 watts..1 No.
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50 mm dial Hour run meter of CEE/NEE make of suitable range as per relevant BIS specifications. .1 No.
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Supply of floor/wall mounted power factor shunt capacitor conforming to BIS: 2834-1986 latest with upto date amendments Baja/L&T/Asian/cromption make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of suitable rating each including cable of siemens/Gloster/ICC make form bus bar chamber to capacitor and also including L&T/LK/Kilburn make ICTP switches conforming to BIS –4064-1978 or latest with HRC fuses (range to be specified by the tendrerer)..1 No.
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Providing and Fixing CI Sluice Valve PN-1.0 10.2Kg/cm² Kirloskar/Leader make i/c double flanged Sluice Valve Having Size one dia. Higher than Pump & capable of withstanding nominal seat pressure of 10.20 Kg/cm2 as per IS Code 14846:2000..1 No.
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Providing and laying suitable size copper PVC insulated armoured power 3.5 core cable conforming to BIS 1554 (part-I) –1988 of latest with upto date amendments siemen/IEC/ GICO/ Finolex/ 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.50 Nos.
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Providing and Fixing Kirloskar/Leader make i/c double flanged (Swing Check Type) Reflux Valve Having Bypass Arrangement and Having Size one dia. Higher than Pump to delivery of Pump & capable of withstanding nominal seat pressure of 10.20 Kg/cm2 as per IS Code 5312-1984 (P-I).1 No.
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Supply of PVC joint less 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.50 Nos.
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Providing and laying double loop earthing with G.I. wire & G.I plate complete with material such as charcoal, common salt, GI. Pipes, thimbles, nuts and bolts, digging of pits, GI. Wiring and aluminum strips of required capacity conforming to BIS: 3043-1987 latest with upto date amendments for above motors and other electrical equipment’s. .1 No.
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Supply of standard make circular dial pressure gauge 0-16 kg/cm2 range of feibig make with all accessories such s stop cock, copper tubing etc, conforming to BIS: 3624-1987 latest with upto date amendments. .1 No.
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Providing and laying delivery pipe 65 mm dia. GMS Tubes (Medium Class) (IS:1239 - 1979) jointed with MS flanges of table-5 as per IS: 6392-1971 (upto a length of 20 mtrs ) 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.(From Pump to Common header).1 No.
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Installation charges on all equipment including cost of tees, Flow meter, bends, tapers and any other fittings required as per site conditions and as per direction of Engineer-in-charge..1 Job
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