Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Civil And Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date11 Feb 2025
Closing Date27 Feb 2025
Tender Amount₹ 33,03,650
Costs
EMD
₹ 66,100Document Cost
₹ 1,500Tender Fee
Refer Documents
Summary
Providing Lift Irrigation To Village Garu In Gp Wakna Tehsil Kandaghat Distt Solan H.p
Description
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Contact
Tender Id
2025_HPIPH_99815_1Tender No
15082-15181 dated 11.02.2025Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Providing and laying in position machine batched and machine mixed design mix M-30 grade using cement content as per approved design mix, including pumping of concrete to site of laying and curing complete mixing the material in meachnical mixture and comptacting the concrete with vibrator complete excluding the cost of centering, shuttering, finishing and reinforcement, including mixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.“(Note :- Cement content considered in this item is @ 340 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
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All works upto plinth level
15.32
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All works above plinth level upto floor V level
6.67
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Providing and laying in position machine batched and machine mixed design mix M-25 grade using cement content as per approved design mix, including pumping of concrete to site of laying and curing complete, mixing the material in mehanical mixture and compacting the concrete with vibrator complete but excluding the cost of centering, shuttering, finishing and reinforcement, including mixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
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All works upto plinth level
0.21
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Providing and laying in position cement concrete1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) and curing complete, mixing the material in mechanical mixture and compacting the conctrete with vibrator complete excluding cost of form work and reinforcement for reinforced concrete work in foundation and plinth work including carriage of materials upto all leads and lits complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.
12.74
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Providing and laying in position cement concrete machine batched and machine mixed design Mix M30 Grade using cement conents as per approved design mix including pumping of concrete to site of laying complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.
11.03
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Providing and laying cement concrete 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 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size)complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.
3.17
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Providing and laying reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.
12.47
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20mm cement plaster in single coat on rough side of masonry for interior plaster upto floor two level including arrises, internal rounded angles, chamfers and/ or rounded angles not exceeding 80mm in girth and finished even and smooth with cement mortar 1:4 (1cement:4 sand) as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts.
167.72
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15mm cement plaster in single coat on rough side of brick masonry for interior plaster upto floor two level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth with cement mortar 1:4 (1cement:4sand) including entire carriage of material upto all leads and lifts.
59.92
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6mm cemet plaster in single coat on rough side of ceiling for interior plaster upto floor two level including arrises, internal rounded angles, chamfers and/ or rounded angles not exceeding 80mm in grith and finished even and smooth with cement mortar 1:3(1cement:3sand) including entire carriage of material upto all leads & lifts.
61.98
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Providing mild steel/tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level.complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.
4500.99
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(i) Steel work welded in built up sections, trusses and frame work i/c cutting histing, fixing in position and applying a priming coat of red lead paint in beams, joists, channels, tees flate with connecting plates of angle cleats in main and cross beam, hip and jack rafters purlins connected to common rafter and the like including all leads and lifts as per the directions of the Engineer-in-Charge.
311.54
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(ii) GI-Medium Pipe of Dia 65 mm for Scouring
4.85
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Laying, jointing, testing & commissioning at site in excavted trenches to be levelled to grade following plain ended GMS pipe of following dia. Heavy/Medium class conforming to BIS 1239 part-1 as under or latest with upto date amendments, capable of withstanding required test pressure as prescribed in BIS code in random lengths of 5.5 to 6.5 mtr. The pipes ends shall be bevelled suitable for butt weld, including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable (leak proof) in two layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site tail pieces tees bends manufactured from parent pipes etc. and cutting of pipes wherever rerquired as per site requirement including carriage in all leads and lifts as directed by Engineer-in-charge (earth work shall be measured and paid for separately). The cost of flanged joints shall be included & same shall not be paid extra.as per the direction of Engineer-in-charge.
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GI-Medium Pipe of Dia 80 mm in Rising Main from RD 0 to RD 360
360
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Providing welding and fixing of M.S. flanges @ 1% of joints, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) and welding of MS flanges with GI pipes in three layers i.e two-layer on outer faces and one layer on inner faces to make the joint leak-proof (The cost of proving and laying of GI pipes and butt welded joints to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrodes as per IS 814-1991 and the required number of nuts and bolts conforming to IS 1364, the thickness of gasket not less than 3.00 mm conforming to IS 2712-1998. The work shall be done as per the entire satisfaction of the engineer in charge of all leads and lifts.
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Main stage: Providing and laying 80 mm dia GI(M) grade pipe from RD-0 to 240 Flange Table-17
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Main stage: Providing and laying 80 mm dia GI(M) grade pipe from RD-240 to 360 Flange Table-5
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Making 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 with in all leads & lifts as per direction of the Engineer-in-charge.
108.15
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Providing & fixing CI Sluice Valve (With Hand Wheel) IS: 780-1984 Class-1 upto 300mm dia (I/C brass spindle & as per 2906-1984 class -2 for Dia300mm) complete with bolts nuts,rubber insertion etc.,(the tailpiece if required shall be measured & paid for Separatly )complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.
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65 mm (Scour) Valve of Class PN-1.0
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65 mm (Sluice) Valve of Class PN-1.0
5
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Providing and fixing SFRC Manhole cover for frame of internal size 560mm with frame within all leads and lifts
1
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Providing & fixing 200 mm wide CI Rungs with chequarred/ribbed non slip surfaces i/c fixing in m/hole with 200 x 200 x100 mm cement conc.1:3:6 (1cement:3 sand:6 stone aggregate 40mm nominal size) in all lead & lifts and to the entire satisfaction of the engineer in charge.(Detail of cost for one no.)complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.
21
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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 centring, shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu reinforced concrete and plain concrete work in:-
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Foundations, footings, bases for columns complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.
39.24
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Retaining walls, return walls, walls (any thickness) including attached pilasters,buttresses, plinth and string courses fillets, kerbs and steps etc complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.
202.79
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Suspended floors, roofs, landings, balconies and access platform complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.
63.94
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Columns, piers, abutments, pillars, posts and struts complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.
31.68
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Sides and soffits of beams, beam haunchings, cantilivers, bressumers and lintels not exceeding 1.00 meter in depth in all heights from floor.complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.
52.44
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Supply and errection at site of Horizental spindle, horizental split casing Single/Multistage centrifugal pumps of standard make such as KSB/Mather & platt/Jyoti/Kirloskar/WASP conforming to BIS 1520-1980 (latest with upto date amamendments) read with BIS 9137-1978 or latest to handle clear water having water Charateristics as mentioned in item No. 22 A ( i to x) below with impellers, casing ring, priming funnel & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate of cast steel /mild steel to BHEL/ Kirloskar/NGEF/Crompton/Siemen/Jyoti/GEC make, slip ring/squirrel cage screen protected drip proof energy efficient three phase electric induction motor having minimum energy efficiency level IE-2 suitable for operation on the data given below including the cost of all accessories in all leads and lifts and carriage of material at site and as per the direction of the Engineer-in-Charge. (1 Set of 30 HP)
30
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Total Head=179.56 m
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Capacity Pump Set=6.65 LPS
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Diameter of rising main=80 mm
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Length of rising main=360m
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SITE CONDITIONS :
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Location of Site About 45 Km from Solan Near Village Garu
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The altitude of place in which the motor is intended to work in ordinary service if it exceeds 1000 mt.
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Humidity-Weather generally remains humid during monsoon Season.
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Nature of atmosphere-As normally encountered in Shivalik Range.
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Detail of quality of water-Clear cold water.
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Water free from sand or not-Yes
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Water corosive or not-Yes
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Turbidity (if any)-upto
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NPSH available-Positive Suction.
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Any other information or requirement.
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OPERATION CONDITIONS
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Type of current-AC three/single phase.
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Operating frequency-50 HZ
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Rated voltage-400 (+/-) 10% volts.
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System of earthing if any to be adopted.-Double loop earthing as per BIS 3043-1987 latest with upto date ammendments.
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No. of working hours per day-20 hours.
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Speed of revolution in RPM-To be quoted by tenderer.
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Direction of rotation-To be quoted by tenderer.
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The max. Temp. of cooling air & water in the place in which the motor is intented to work in ordinary service-35 Degree Centigrade.
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MOTOR
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Ref to BIS code.-BIS 325- 1978 read with BIS 900-1992 (latest) with upto date ammendments.
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Type of enclosure of motor-SPDP (as per BIS 4691-1985 (Latest)
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Type of duty-"S1" i.e. continous duty type as per IS-12824:1989 or latest with up to date amendments.
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Mechanical out put in KW-Suitable for driving centrifugal pumps required for duties specified against pumps. To avoid overloading of motor a margin of about 15-20% may be kept in the rated out put of prime mover.
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Class of insulation-Class- B.
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Max. permissible temprise of motor reqd, if different from given in B (viii) above.....
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Particulars of test reqd. & wheire they are to be conducted.-As per terms & conditions.
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Particulars as to whether voltage limiting device will be employed.-ATS/star delta starter oil immersed fully automatic to be installed between bus bar chamber & motor. Shunt capacitor is also proposed to be installed for improving the power factor at site. NOTE :- Star delta starter upto 37.5 KW. ATS between 37.5 KW to 50 KW & Stator rotor starter with slipring motor beyond 50 KW.
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Motor whether squirrel cage or slipring-Squirrel cage/slipring. Note :- Squirrel cage upto 65 HP and slipring above 65 HP.
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Details of shaft extension reqd.-Just sufficient to provide direct drive by flexible coupling to pump.-Just sufficient to provide direct drive by flexible coupling to pump.
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Type of slip ring gear whether continously rated or for starting puposes only & whether to be fitted with brush lifting or short circuiting arrangements or both if interlocks are required-Continously rated for Squirrel cage/ slipring motor.
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Breakway torque in terms of rated load torque & the corresponding breakway starting current which may be taken from the supply with the starting apparatus in circuit.-Breakway 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 laod & 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 accelrated & 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 2.5times the rated current for two minutes without suffering damages or permanent defomations.
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PUMP (BIS 1520-1980) read with BIS 9137-1978 both latest with up to date ammendemnts.
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Nos of pumps reqd.-1 No. working pump.
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Spare parts required-For two years normal maintenance as recommended by manufacturer.
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Optional fittings reqd. - Air cock for exahausting air from Each stage.
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PUMP OPERATING CONDITIONS
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Capacity-6.65 LPS
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Total head -179.56 Mtrs.
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If total head is not known then follwing details be provided :-
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i)Static head- Mts.
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ii) Mininimum depth of water- ---- mtrs.
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iii) Variation in water level-
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iv) Ground level to max. water level- mtrs.
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v) Ground level to delivery point- mtrs.
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vi) Presure in the suction tank----Kg/cmΛ²
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vii)Pressure in the delivery tank- -----Kg/cmΛ²
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Length of Rising main- 360 mtrs
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Dia of R/main- 80 mm
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Drive arrangement-Direct through flexible coupling on a common base plate.
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Drive type-Electric driven.
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NPSH reqd.-To be quoted by the tenderer.
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Limits of total head in which the pump is reqd. to operate-(-) 15% to (+) 10% of total head.
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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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a) duty head as mentioned in Item No. 24 (i)=179.56m
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b) (+) 10% head as mentioned in Item No. 24 (i)=197.52m
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c) (-) 15% head as mentioned in Item No. 24 (i)=152.63m
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Material of construction-To be specified by the tenderer (Manufacturers certificate to be appended)
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Supply and errection at site of suitable oil immeresd Star Delta Starter/ATS/stator Rotor Starter of standard make such as MEI/Kilburn/Jyoti/Siemens conforming to BIS: 8544-1979 latest with upto date ammendments for squirrel cage/slipring motor (make to be specified by the tenderers) mounted on panel board with magnetic type over load release & dashpot, time lag, under voltage release with initial oiil filling.
1
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Note:- Star- delta - starter upto 37.5 KW. ATS between 37.5 KW to 50 KW and stater rotor starter with slipring motor beyond 50KW.
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Providing and fixing at site M.S. sheet 16 SWG steel fabricated floor mounted closed almirah type switch board including angle Iron post of suitable height and size ISA 40x40x6mm duly painted comprising and capable of mounting the following accessories i/c the cost of providing and fixing the cost of these accessories with all internal electric connections. The drawing of panel board shall be subject to approval of Engineer-in-Charge.
1
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Ammeter AC supply, 100mm circular dial Auto electric/AE/IMP/Havells make of suitable range for above motor with selectro switches conforming to BIS 1248-1983 latest with upto date ammendments.
1
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Voltmeter A.C. Supply, 100mm circular dial Auto electric/AE/IMP/Havells make of suitable range for above motor with selectro switches conforming to BIS 4064-1978 with upto date ammendments.
1
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ICTP switches with HRC fuses Kilburn/Larsen & turbo/Standard/Siemen make and having capacity 30% extra of the operational rating of motor as per BIS 4064-1978 with upto date ammendments immediately after the power meter of HPSEB.
1
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Busbar chamber having 3 copper bars of suitable rating for full length equal to width of board of 3 live phases and one copper bar of half reating of full length for neutral conforming to BIS 8084-1976 and 11353-1985 read with 5578-1985 all latest with upto date amamendments.
1
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MCB/Oil circuit breaker of suitabe capacity of Kilburn/L.T./LK/MEI/Standard make on in coming feeder for motors offered by the tenderer conforming to BIS 2516-1985 latest with upto date ammendments with neutral linked under voltage release.
1
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3 Phase indicating lamps complete with toggle switches for individual motors conforming to BIS 3452 part I & II latest with upto date ammendments.
1
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Earth leakage circuit breaker of recomended (Kilburn/L&T/MET/GEC as per BIS-2516-1977 with upto date ammendments and of suitable range with which should have control box, oprating handed and trip/reset bush button on/off indicators, re-indicating off spring condition of the circut breaker for over current protection. The circuit should be equipped with magnet thermal release with metallic tape CTS. It should also be fitted earth fault for tripping of breaker on occurance of earth fault on/of breaker load side.
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Hour run meter of reputed make of four digit capacity conforming to BIS-722 (latest edition)/recommendations.
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Suitable three phase voltage monitor relay with all protections & usual indicators with electrical sirens against single phasing no voltage high voltage & overloading & phase voltage difference.
1
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Single phase preventor of reputed make & suitable cacpacity.
1
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Supply and fixing at site of KSB/Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/ of suitable size cast steel double flanged sluice valve OF CLASS ASA-300 (PN- 50) having size one size higher than the nominal delivery size of pump and capable of with standing nominal seat pressure as mentioned in tem No. 22 (i) + Surge Pressure conforming to BIS/API standards with up to date amendments for delivery line of pump.
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NOTE:- The sluice valve shall conform to BIS 780-1984 latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 780 then the sluice valves shall be of cast steel conforming to class 150 ASA (Seat pressure 21Kg/cm^²) or class 300 ASA (Seat pressure 52 Kg/cm^² or class 600 ASA (Seat pressure 104 Kg/Cm²) as per BS 1414 (API 600)
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Supply and fixing at site of KSB/Kirlosker/Kilburn/IVC/Fouress/Gled/BHEL/Leader of suitable size Cast Steel double flanged swing / check type reflux valve having bye pass arrangement & size one size larger than the nominal dia. of delivery size of pump and capable of withstanding nominal seat pressure as mentioned in tem No. 22 (i) + Surge Pressure conforming to BIS/API standards with up to date amendments for delivery line of pump. The class of valve shall be ASA-300.
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NOTE:- The reflux valve shall conform to BIS 5312-1984 (Part-1) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conforming to class 150 ASA (Seat pressure 21Kg/cm^²) or class 300 ASA (Seat pressure 52 Kg/cm^² or class 600 ASA (Seat pressure 104 Kg/Cm²) as per BS 1414 (API 600)
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Supply and fixing at site of KSB/Kirloskar/Kilburn/IVC/Fouress/Glad/Bhel/Leader of suitable size Cast Steel double flanged swing / check type reflux valve having bye pass arrangement & size equal to dia of Rising main and capable of withstanding nominal seat pressure nominal seat pressure as mentioned in tem No. 22 (i) + Surge Pressure conforming to BIS/API standards with up to date amendments for risig main. The class of valve shall be ASA-300.
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NOTE:- The reflux valve shall conform to BIS 5312-1984 (Part-1) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conforming to class 150 ASA (Seat pressure 21Kg/cm^²) or class 300 ASA (Seat pressure 52 Kg/cm^² or class 600 ASA (Seat pressure 104 Kg/Cm²) as per BS 1414 (API 600)
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Supply and errection at site of Kirloskar/Kilburn/IVC/Fouress/Glad/BHEL/Leader/of reputed make suitable size cast iron flanged sluice valve confirming to IS 780, size equal to dia of suction class PN 1 Provided with hand wheel/Cast iron Cap.
1
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P/L and jointing of suitable size copper pVC insulated armoured power 3 1/2 core cable conforming to BIS 1554 (Part I) - 1988 or latest with upto date ammendments Siemen/Gloster/ICC make from meter of HPSEB to OCB & from OCB to Busbar switch & starter (one cable carrying all three phase) including all other electrical equipment/accessories such as thimbles, flexible pipe, solder, nuts & bolts, cable glands etc. laid in pipe or trenches under floor. The type size & 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 free of cost including cost of carriage of material in all leads and lifts and as directed by the Engineer-in-Charge. The size of cable shall be 25 mm2.
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Providing laying and jointing of suitable size copper PVC insulated armoured power three core cable conforming to BIS 1554 (part-I)-1988 or latest with up to date ammendments Siemen/Gloster/ICC make from switch to starter & starter to motor (one cable for carrying all three phases) including all other electrical equipment/accessories such as thimbles, flexible pipes, solder, nuts & bolts, cable gland sets. laid in pipes or trenches under floor. The type, size & 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 free of cost including cost of carriage of material in all leads and lifts and as directed by the Engineer-in-Charge. The size of cable shall be 16 mm2.
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P/L double loop earthing with copper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt, G.I. Pipes, thimbles, nuts & bolts, digging of pits, G.I.wiring & 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendments for above motors & other electrical equipment including cost of carriage of material in all leads and lifts and as directed by the Engineer-in-Charge.
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Supply & erretion of floor/wall mounted power factor shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments BHEL/GEC/Machneil/Mager/Bajaj make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually, of required KVAR according to HP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including LT/LK/Kilburn make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer.) including cost of carriage of material in all leads and lifts and as directed by the Engineer-in-Charge. ( 9 KVAR)
1
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Supply and errection at site of standard make 100mm dia circular dial pressure gauge of suitable range Fiebeg/Bourden/Precision make with all accessories such as stop cock, copper tubing etc. conforming to BIS 3624-1987 latest with upto date ammendments.
1
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Providing & fixing double flanged suction, delivery pipe and common header pipes considering site requirements, NPSH required & available & common header having area equal to two times the area of delivery branch of pump including tapers, bends of all degrees, fittings and the specials as reuired at site i/c flanges, rubber gaskets, 3mm thick as per BIS-2712-1978 nuts & bolts as per 1364-1983 & special up to 5 mtrs. away from the outer wall of pump house as per layout drawings approved by Engineer-in-Charge. The delivery pipes and common header pipes shall be capable of with standing 1.5 times the total pressure indicated in item No. 22 (i) (ii) + surge pressureand shall be comforming to BIS/API standards with up to date amendments. The size of suction pipe shall be one size larger than the suction size of pumps such that velocity of flow in suction pipe is not more than 2 m/sec. and delivery pipe size shall be one size larger than the nominal delivery size of pump including cost of jointing of delivery pipe and common header with rising main complete in all respects. The size of piping work shall be 65 x 80 x 80 mm ( delivery, suction pipe common header). The suction pipe shall be of GMS (MG) pipe conforming to BIS 1239 ( Part-1) latest with upto date amendments. The common header pipe shall also be of Galvanised Steel pipe of 80 mm dia. GMS (MG). However delievery pipe shall be of GMS (HG) 65 mm dia. conforming to BIS 1239 Part-1 latest with up to date amendments with minimum wall thickness 4.00 mm. The MS plate flanges to be used for jointing shall be of flange table FT-28 on delievery sideMS plate flanges to be used on suction side shall be of FT-5.
1
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Laying, jointingtesting and commissioning in trenches High-Density Polythene Pipes for use for buried water mainline and services and for water supply/irrigation above ground/both inside and outside building duly ISI marked (IS:4984-2016) as amended up to date) in the following grade of materials, pressure rating and nominal dia. complete with fitting (earthwork to be measured and paid separately)
-
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75 mm Dia. Of Grade PE-100 & Class PN-10.0)
410
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75 mm Dia. Of Grade PE-100 & Class PN-8)
350
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75 mm Dia. Of Grade PE-100 & Class PN-6)
280
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75 mm Dia. Of Grade PE-100 & Class PN-4)
780
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2nd class brick using common burent clay building bricks in foundation and plinth in cement motor 1:6 (1cement:6sand) including entire of material upto leads and lifts complete in all respet as per direction of Engineer-in-charge . In super structure above plinth upto floor to level.
13.34
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White washing with lime on decorated wall surfaces (two coats) to give an even shade including throughly brooming the surface to remove all dirt dust mortar drops and loose scale of lime wash and other foreign matter including entire carriage ofmaterial upto all leads and lifts.
59.92
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Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) complete in all respect as per direction of Engineer-in-charge.
59.92
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Providing & fixing Flood Light(OSRAM/RUNLITE/BRIDGELUX-1000W) in all accessories complete within all leads & lifts as per entire satisfaction of Engineer in Charge.
1
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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. (Detail of One Clamp )
2
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Stones/Boulders filling behind the r/walls, also under floor & upstream of i/gallary/under floor etc.in all lifts & leads complete in all respect.(Detail of cost for one cum) complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.
5.29
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Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
30.38
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Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer- in-Charge.
51.6
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Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing.
1.95
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30 mm thick plain PVC door shutters complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.
-
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Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.
-
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Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.
15.6
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Providing and fixing glazing in aluminium door, window, ventilator shutters and partition etc with PVC/neoprens gasket etc. complete as per the architectural drawings and the directions of Engineer-In_charge (cost of aluminium snap beading shall be paid in basic item.)
9.86
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Providing 40x3 mm flat iron hold fast 40 cm. Long including fixing to frame with 10 mm diameter bolts nuts and wooden plugs and embeding in cement concrete block 30x10x15cm. 1:3:6 (1 cement : 3 sand : gragded stone aggregate 20mm nominal size).(Detail of Cost for One No.)
22
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Providing & fixing anodized alluminium below mentioned fitting incuding anodized colour and shade with bolts & nuts &screws etc. complete.
-
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Sliding Door Bolt (250X16 mm)
2
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Tower Bolts 200 x 10 mm
2
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Tower Bolts 150 x 10 mm
34
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Handles 125 mm
2
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Handles 100 mm
16
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Providing and Fixing Aluminium anodised powder coated grill of required pattern to existing window/ventilatior with 80mmx80mm panels holes with 25x8mm thick aluminium flat in windows and ventilators including fixing with aluminium screws or boltsand nuts complete in alluminium channels base frames (Aluminium channels base frames to be measured and paid for separtely.
9.86
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Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
7.01
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Wiring for light point/ fan point exhaust fan call bell point with 1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surfaconcessed PVC conduit and earthing the light point with 1.5 Sq.mm. HRFRLS/ PVC inndated single core copper conductor cable as required. Group "C"
10
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Wiring for light plug with 2x1.5 Sq mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface'ncessed PVC conduit along with I No. 1.5 Sq.mm HRERLS PVC insulated single core copper conductor cable for earthing as required.
30
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Supplying & Fixing of G.1. modalar boves of following sizes along with modular base and cover plate for modular switches in recess as required
-
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4 modules (140mmx78mmx50mm)
2
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6 modules (205mmx78mmx50mm)
3
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8 modules (120mmx135mmx60mm)
2
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12 modules (205mmx135mms60mm)
5
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Wiring for circuit/ sub-main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit akong with 1 No. HRFRES TVC insulated single core copper conductor cable of same size for earthing as required.
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2x 1.50 Sq.mm.
15
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2x 2.50 Sq.mm.
15
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2x 4.00 Sq.mm.
15
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Wiring for circuit/ sub-main with 4x6 34 mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single cors (flexible) copper conductor cable in surfacerecessed PVC conduit along with 2 Nab Sq mm (4x62x6) HRFRLS/PVC insulated single core copper conductor cable for earthing as required.
-
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Supplying and fixing following rating Modular switch/socket in thr existing switch box/cover plate including connections etc. as required
15
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SP 5/6 Amps one way Modular Switch
10
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5 pin. 5/6 Amps Modular socket outlet.
5
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Bell push, Modular complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.
5
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Supplying and erection of wall mounted metal boards for switch gear mounting of suitable size, with permissible variation in size of plus minus 5mm, welded frame work made of M.S. angle iron 35 mm x 35 mm x 6 mm thick duly welded complete with 2.80mm thick M.S. sheet fixed with hinges as open able front, complete with locking arrangement including painting and bonding to the existing earth as required.
-
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Providing and installation of exhaust fan of following sizes in the existing opening, including making the hole to suit the size of the above fan, making good the damages, connections, testing and commissioning etc. as required.
2
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Exhust Fan, Light Duty, (Domestic ) 225 mm Sweep complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.
1
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Providing and fixing ceiling Fan complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.
1
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Providing and Fixing of Syska Make LED Tube Fixture 18 Watt Complete in all Leads and Lifts.complete in all respect with in all leads & lifts as per direction of the Engineer-in-charge.
3
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