Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Water Storage And Supply
Eprocure
Opening Date
4 Jul 2019Closing Date
24 Jul 2019Tender Amount
₹ 27,07,481Costs
EMD
₹ 54,150Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Remodling Of Lift Irrigation Scheme Gadwal In Tehsil Indora
Description
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Contact
Tender Id
2019_HPIPH_29885_1Bid Award Id
ViewTender No
EE/IPH/IND/2019-2315-75Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
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Documents
BOQ Items
Type of current AC three phase with frequency of 50 cycles/second
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Rated voltage 415V + 10%
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Type of water Clear cold water
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Charastristics of water a) Temperature 20 C b) Turbidity upto 10 NTU c) Discharge lps d) Hardness Mg/Ltrs(As CACo3) e) Total solids mg/litre f) Others _______
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Depth of Sump Well 6 mtrs.
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L.W.L in Tank/collection tank 293.00 mtr
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Centre line level of pump, 296.50 mtr
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Suction 3.50 mtr
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Discharge level of highest point 347.70 mtr
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No. of pumps required. 1 No. pump
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Capacity 13.95 lps for each pump
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Static head in meters 47.70 mtr
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Total head in mts. 56.21 mtr
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Length of rising main 315 mtr
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Dia of rising main 150 mm (Medium class)
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Pumping hours per day 20 hours
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Limit of pump operation (25) to (+) 10% of total head at duty point
HP of motor/Drive unit Required BHP of pump at (+) 10% & (-) 25% of total head or BHP with following margins/multiplying factor at duty point, whichever is higher (a) Upto 2 HP = 1.5 d) 10 to 20 HP = 1.2 (b) 2 to 5 HP = 1.4 e) 20 to 100 HP = 1.15 c) 5 to 10 HP = 1.3 f) Above 100 HP = 1.10
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R.P.M of pump(2900/1450RPM) 2900 RPM
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Test Run 6 hours contineously for 7 days
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NPSH available Positive.
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Providing and fixing automatic panel board including auto start, auto stop and re-start facility, single phase preventor, relay, selector switch auto and manually start stop facility, prevention of phase reversal, imbalance and overload and all other electric accessories Indicator MNX-25, Indicator- 9-15, ELCB 40A L&T, IT,Time switch, S/D timer, FN 32 main switch, VAF meter, CT, Capapcitor 6 KVAR. Auto Manual switch, M-Power for mobile use including Module Mobile with dual Sim with smart device/phone, single device required for the job with compatible starter in sheet enclosure with cabling complete in all respect to deliver results. with the entire satisfaction of Engineer-in-charge.
1
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Provioding cast iron double flanged sluice valve of Kirloskar/Kilburn/Fources/Bhel/Leader make of size 125 mm & class PN-1.0 having one size higher to delivery size of pump and capable of with standing nominal seat pressure of 10.20 kg/cm2. confirming to IS-780-1984 (P-1) (latest with upto date ammendments)
1
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Supply of Kirloskar/Kilburn/Fources/Bhel/Leader make cast iron double flanged swing check type reflux valve having bye pass arrangement and one size higher to delivery size of pump (size 125 mm & class-PN-1.0) and shall be suitable for withstanding nominal seat pressure of 10.20 kg/cm2. confirming to IS-5312-1984 (latest with upto date ammendments)
1
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Supply and fixing Kirloskar make Cast iron double flanged swing check type reflux valve havingbye pass arrangaement and of size equal to dia of Rising main i.e. (size 150 mm & class PN-1.0) and shall be suitable for withstanding nominal seat pressure of 0 kg/cm2) confirming to BIS-5312-1984-Part-I) latest with upto date ammendments)
Note :- The CI sluice valve shall conform to BIS: 780-1984 & the foot valve shall conform to BIS 4838-1986 (latest edition)
1
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Providing and fixing Cast Iron foot valve Kirloskar/Kilburn/Foures/Bhel/Leader make of size 125mm dia class PN-1.0 confirming to IS-4038-1967 latest with upto date ammendments)
1
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Providing and laying double loop earthing with plate 600x600x3mm thick electrode complete with material such as char coal, common salt, GI pipes, thimbles, nuts, boltsdigging of pits GI wire and 25x5mm copper strips of required capacity confirming to BIS-3043-1978 (latest with upto date ammendments) for above motors and electrical equipment.
1
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Providing and laying suitable size copper PVC insulated armoured power 3.5 core cable of confirming to BIS 1554- (Part-I) 1988 or latest with upto date ammendments of Siemen/Gloster/ICC/Finolex make from meter of HPSEB to MCB/OCB & from OCB to Busbar switch & starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles, flexible pipe, solder, nuts, & bolts, cable gland etc laid in pipes or trenches, size & make will be subject to approval of HPSEB authorities. Incase of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost (The size of cable to be speicified by the tenderer).
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On Supply side of 3.5 core(From HPSEB meter to Switch & Starter)10 mtr of size 10 mm sq.
10
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On Motor side of 3 core (From Swtich & Starter to motor)35 mtr of size _6_mm sq.
15
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Supply and errection of floor/wall mounted power factor shunt capacitor conforming to BIS-2834-1986 latest with upto date ammendments BHEL/GEC/Mechneil/Mager/Bajaj make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individualoly, of required KVAR according to HP of motor offered including cable Siemen/Gloster/ICC make from busbar chamber to capaitor & also including LT/LK/Kilburn make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses (Rangae to be specified by the tenderer).
6
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Supply of standard make circular/square dial pressure gauge of suitable range of Feibeg/ Bourden/ Precision/PREGA make complete with all accessories such as stop cock, copper tubing etc., confirming to IS:3624-1978(with upto date ammendments).
1
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Lowering of suction pipe of 125 mm dia of GI pipe 4mm thick conforming to BIS-1239-1978/1978-82 considering site requirement duly flanged Table-5 at every 3 metre length with flanges conforming to BIS-6392-1971 (Table-5) including cost of tapers, flanges, rubber gaskets 3mm thick as per BIS-2712-1978, nuts and bolts as per 1364-1983 & specials upto collection tank as per direction of Engineer-in-charge as per layout approved by the E-in-charge. The pipes shall be capable of withstanding 1.5 times the total pressure indicated in item No. 1 (xii). (The pipe of column assembly shall be supplied by the deptt., free of cost).
5
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Errection of all items from S.No. 1 to 4 & 6 i/c cost of tees, bends tapers & any other fittings required as per site conditions & as per direction of Engineer-in-charge.
1
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P/L R/main 150mm dia, HDPE pipe, P/House cum Attendent room, Dyke, RCC chamber C/Tank, Pucca field channel, Barbed wire fencing 10x10 mtr
Excavation in foundation and trenches etc., for pipes and pits upto all depth etc., in all kinds of soil such as pick work, jumper work, blasting work and soft and hard rocks, chiseling work/wedging out of rocks (where blasting is prohabitted) and saturated soil, stacking the excavated earth within all leads and lifts with clear from the edge of excavation and then returnng the stacked soil in 15cm layers when required into plinths sides of foundations and trenches etc., consolidating of all surplus excavated earth as directed by the Engineer-in-charge within all leads, lifts including up rooting of trees, dressing of bed and sides and preparation of sub-grade, providing diversion for traffic night signals fixing caution boards, crossings over trenches for access to houses complete and to the entire satisfaction of Engineer-in-charge.
1441.28
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Laying and jointing in trenches to be levelled to grade, BIS marked GI flanged pipes confirming to BIS:1239 (latest with upto date ammendments) of 150mm dia (Medium class) duly flanged after 5th pipe with intermediate butt welded joints including the cost of flanges, bends/short pieces made from parent tubes of diferent degrees cutting welding and jointing with flanges conforming to tables as specified below of BIS: 6392 (latest with upto date ammendments) welded at both ends as per BIS:816 (latest with upto date ammendments) with electrodes confirming to BIS 814 (latest with upto date ammendments) & provided with nuts and bolts BIS: 1369 (latest with upto date ammendments) of required sizes 4 mm thick champion make compressed asbestos fiber gasket or synthetic rubber gasket confirming to BIS:2712 (latest with upto date ammendments) & approved specifications as per site conditions including flushing, cleaning & hydraulic testing complete to the best satisfaction of Engineer-in-charge.
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RD Length Pipe Flange Class of
From To in mtrs Dia(mm) table pipe 0 315 315 150 5 (Medium class)
315
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Providing, laying cement concrete 1:4:8(1cement:4sand:8graded stone agg., 40mm nominal size)& curing complete excluding the cost of form work in foundation and plinths complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
7.84
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Providing, laying cement concrete 1:2:4(1cement:2sand:4graded stone agg., 20mm nominal size) & curing complete excluding the cost of form work foundaton and plinth complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
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Foundaton footing, basis of columns and the like etc and mass concrete complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
79.46
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Wall (any thickness but not less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc., from top of foundation level upto floor two level complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
67.38
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Suspended floors roofs, landing, shelves and their supports balconies, beams girders and centilevers upto floor two level complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
5.69
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Providing tor steel reinforcement for reinforced concrete work including bending, binding, & placing in position complete upto floor two level) within all leads and lifts as per direction of Engineer-in-charge.
7919.48
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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, shutterting, strutting and propping etc with wooden battens and ballies, height of propping and centring below supporting floor to ciling not exceeding 4 mtr and removal of the same for insitu reinforced concrete a plain concrete work:-
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Flat surface
41.82
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In vertical surface such as wall (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like within all leads and lifts as per direcstion of E-in-charge
1605.33
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Beams, cantilever, girders & lintles, sides & soffits of beams, haunching, cantilever, bressumers 1.00mtr, in depth in all height from floor complete in all respect within all leads and lifts as per the satisfaction of Engineer-in-charge.
19.44
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Foundaton footing, basis of columns and the like etc and mass concrete complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
152.25
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Edge of slab and breaks in floors and walls under 20cm wide within all leads and lifts as per the satisfaction of Engineer-in-charge.
3.67
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Laying, Jointing and testing of HDPE (High Tensity Polythiene pipe) of following dia & class confirming to IS: 4984-1995 with fusion welding process including all necessary fittings & bends (earth work in trenches to measured and paid for separtely) within all leads and lifts as per direction of Engineer-in-charge.
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110mm dia HDPE pipe
1373
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125mm dia HDPE pipe
241
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160mm dia HDPE pipe
130
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200mm dia HDPE pipe
181
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(Providing and fixing of CI alfa valve of various mm dia complete in all respect as per the satisfaction of Engineer-in-charge
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150mm dia
15
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Providing, laying cement concrete 1:6:12(1cement:6sand)12graded stone agg., 40mm nominal size)& curing complete excluding the cost of form work in foundation and plinths complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
10.56
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S.R masonry coursed with hard stone of approved quality in foundation and plinth racking out joint in CM 1:6 (1cement:6sand) complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
17.11
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Providing and Laying damp Proof course to Horizontal surface with cement mortar 1:2 (1:cement :2sand) and curing complete (15mm thick) complete in all respect of Engineer in charge.
8.92
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Applying a coat of hot bitumen (mexphalt 80/100 or equivalent) using 1.70 K.g per square meter on damp proof course after cleaning the surface with a piece of cloth lightly soaked with kerosene oil as per the direction of Engineer-in-charge.
8.92
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2nd class brick work using common burnt clay building bricks in foundation and plinth in CM 1:6(1cement:6sand) upto plinth complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
18.2
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Providing wood work in frame in doors, windows clearstory windows & other frames wrough and framed in position of Ist class deodar wood complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
0.28
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Providing and fixing, panelled and glazed or panelled & glazed shutter for doors, windows & clearstory windows including bright finished black enamelled from butt hings with necessary screw in Ist class deodar wood 40mm thick complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
6.33
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Providing and fixing wire gauge shutters using galvanised MS wire gauge of I.S gauge desination 85G with wire of dia 0.56mm for doors windows and clearstory windows including bright finished black enamelled iron hinges with necessary screw Ist class deodar wood within all leads and lifts and as per the satisfaction of E-in-charge.
6.33
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Providing, laying cement concrete 1:1.5:3(1cement:1.5sand:3 graded stone agg., 20mm nominal size) and curing complete excluding the cost of form work in foundation and and reinforcement for reinforfed concrete work in :-
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Lintles, beams, girders, bressumers and cantilevers upto all floor level etc. within all leads and lifts as per the satisfaction of Engineer-in-charge.
0.28
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P/F Chequrred terrazo tiles 20mm thick with marble chips of specified size laid in skirting risers of steps not exceeding 30cm in ht., on 10mm 1:3 jointed with neat cement slury mixed with pigment to match the shade of tiles (where reqd) i/c rubbing and polishing complete etc grey complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
21.75
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20mm cement plasper in single on the rough side of brick /concrere / stone wall for interior plastering upto floor two level including arises , internal rounded angle , chamfers and /or orunded angle not exceeding 80mm in girth and finished even and smooth in CM 1:6 (1cement: 6sand)
145.43
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6mm cement plasper to ceiling in CM 1:4 (1cement:4 sand)
39.12
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15mm cement plasper in single on the rough side of brick /concrere / stone wall for interior plastering upto floor two level including arises , internal rounded angle , chamfers and /or orunded angle not exceeding 80mm in girth and finished even and smooth in CM 1:6 (1cement: 6sand) complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
13.86
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Providing plinth protection 50mm thick cement concrete 1:3:6(1cement:3asand:6graded stone agg., 20mm nominal size) including finishing the top surface concrete smooth complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
19.35
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Applying coat of wood preservative on new wood based surface after and including preparing the surface by thoroughly cleaning dirt, dust or other foreign matter complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
3.68
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Applying priming coat over new wood & wood based surface after and including repairing the surface by thoroughly cleaning oil grease dirt & other foreign matter & papering & knotting ready mixed paint brushing wood primer pink complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
23.85
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Painting two coats(excluding priming coat) on new wood and wood surface with ready mixed paint brushing to give an even shade including cleaning of all dirt, dust & other foreign matter sand papering and stopping with paint other than white complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
23.85
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White washing with lime on underocated surfaces (two coats) to give an even shade including thoroughly bromming the surface to remove all dirt, dust mortar dirt and other foreign matter complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
65.82
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Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade of undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powedered materials complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
144
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Providing and fixing MS fan clap (type-I) of 16mm dia MS bar bent to shape with hooked ends in RCC slab during laying inclding painting the exposed portion of loop all as per standard design complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
2
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Providing and fixing 40x3mm flat iron hold fast 40cm long including fixing to frames with 10mm dia meter bolts, nuts & wooden plug and emedded in cement concrete block 30x10x15cm 1:3:6(1cement:3sand:6 graded stone agg., 20mm nominal size) complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
22
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Providing and fixing of following anodized aluminium fittings of anodized transparent and shade with necessary screw etc complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
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Sliding door bolts 250x16mm
4
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M.S Tower bolts (Barrel type) leads and lifts 200x10mm
8
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M.S Tower bolts (Barrel type) leads and lifts 150x10mm
20
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M.S Tower bolts (Barrel type) leads and lifts 100x10mm
20
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M.S Handles 100mm dia
4
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M.S Handles 75mm dia
10
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P/F MS round bars (16mm) in windows and ventilators within all leads and lifts as per direction of Engineer-in-charge.
93.85
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Stone/Boulder filling under floors/behind retaining walls complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
2.94
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Providing, laying cement concrete 1:4:8(1cement:4sand:8graded stone agg., 40mm nominal size)& curing complete excluding the cost of form work in foundation and plinths complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
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Foundaton footing, basis of columns and the like etc and mass concrete complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
4.85
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Providing and laying of pre-cast concrete socketted and spigotted pipe 250mm dia of class with reinforcement duly ISI marked super IS-458-1988 pre-cast concrete pipe with and without reinforcement 3rd revised ammendments No.3 and with latest ammendments of any complete with rubber ring, type all duly ISI marked as per IS-5382-1985 Ist revision ammendments No.1 and within latest ammendments if any following dia meters complete in all respect as per the satisfaction of the Engineer-in-charge.
20
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Providing and laying cement concrete 1:5;10(1cement:5sand:10 graded stone agg., 40mm nominal size) & curing complete excluding cost of form work in foundation and plinth within all leads and lifts and as per the satisfaction of E-in-charge.
40.43
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Providing and fixing PVC water stop seal of required size etc 4mm to 6mm thick 150mm wide, complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
44.44
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Providing and fixing bitumen fibre board complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
4.56
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Providing and laying cement concrete 1:3:6 (1cement:3sand:6graded stone agg., 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth complete in all respect within all leas and lifts as per the satisfaction of Engineer-in-charge.
1.21
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Pointing on brick work with cement mortar 1:3 (a) Flush pointing complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
37.7
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Steel work welded in built up section trusses and frames work i.e. cutting, hoisting fixing in position applying a priming coat of red lead paint in joints handles and angles tees flates with connection plates of angle sheets in main and cross cleats hip and jack rafter purline connected to common rafter and the like within all leads and lifts and as per the satisfaction of E-in-charge. (for gate, i/c loacking arrangement)
1.01
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Steel work in single seciton including curing, hoisting in position and applying in priming coat of red lead paint in RS joint, channels, angles, tees etc (65x65x6mm) including cost of 2 coats of steel primer of approve brand and 2 coats of synthetic enamel of approved brand within all leads and lifts as per direcstion of E-in-charge
1.83
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Supply and fixing galvanised steel barbed wire (IS:278-1962 type-I) weighting 9.38 kg per 100 mtr (minimum) straining and fixing to any type of standard rails, straining bolts including securing with and provision of galvanised mild steel wire, staples or steel pins etc as directed posts and struts of wood concrete, steel etc and straining bolt shall be paid for separately) complete in all respect within all leads and lifts as per direction of E-in-charge.
297.02
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