Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Civil And Construction
Eprocure
Opening Date12 Nov 2021
Closing Date23 Nov 2021
Tender Amount₹ 54,74,840
Costs
EMD
₹ 87,250Document Cost
₹ 800Tender Fee
Refer Documents
Summary
Imp.and Aug.of 4 Nos Wss Under Nagorta Bagwan Constituency In Tehsil Nagrota Bagwan
Description
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Contact
Tender Id
2021_HPIPH_53494_1Bid Award Id
ViewTender No
NGB-KNG01-773Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying cement concrete work 1:2:4 (1cement:2sand:4graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-
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Foundation, footings, bases of columns etc and mass concrete complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge.
3.9
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Lintels, beams girders bressumers & cantilevers floor three level to floor four level complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge.
1.55
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Arches upto floor three level to floor four level complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge.
6.14
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Suspended floors, roofs landing and shelves and their support balconies, beams, girders, bressumers and cantilever upto floor level complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
7.85
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Providing and Laying cement concrete 1:1.5:3 (1 Cement:1.50 Sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work:-
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Foundations,footings bases of columns and the like and mass concrete complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.
26.35
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In Vertical walls any thickness (but not less than 0.10mm thickness) including attached buttersses pillaster plinth and string courses etc. from top of foundation level upto floor two level complete in all respect complete in all respect including all leads and Lifts as per the direction and satisfaction of Engineer-In-Charge.
26.67
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Column,pillars,posts & struts upto floor two level complete in all respect complete in all respect including all leads and Lifts as per the direction and satisfaction of Engineer-In-Charge.
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floor two level to floor three level
2.09
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floorthree level to floor four level
1.27
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floor four level to floor five level
1.53
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Lintels, beams girders bressumers & cantilevers upto floor two level to floor three level complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
4.62
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Arches upto floor two level to floor three level complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
10.93
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Random rubble masonary/polygonal rubble masonry (uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 Sand:12 graded stone aggregate 20mm nominal size) and plinth level in cement mortor 1:6 (1 cement:6 Sand) complete in all respect as per direction and to the entire satisfaction of Engineer- in- charge up to all leads and lifts.
5.01
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Squared rubble masonary coursed with hard stone of approved quality infoundation and plinth including racking out joints in cement mortar 1:6 (1 Cement :6 Sand) complete in all respect as per direction and to the entire satisfaction of Engineer- in- charge up to all leads and lifts.
1.43
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Brick work using burnt clay building brickes in super structurein cement motor 1:6(1 cement : 6 sand) complete in all respect with in all leads and lifts.as per direction and to the entire satisfaction of Engineer-in-Charge.
9.38
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Providing laying of mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position including wire upto floor two level as per direction and to the entire satisfaction of Engineer-in-Charge.
15907.87
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Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batterns and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in-situ-reinforced concrete and plain concrete work in:-
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Foundation,footing,bases of columns etc.and mass concrete. complete in all respect including all leads and Lifts as per the direction and to the entire satisfaction of Engineer-In-Charge.
141.25
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Column,pillars,posts & struts upto floor two level complete in all respect including all leads and Lifts as per the direction and to the entire satisfaction of Engineer-In-Charge.
22.62
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Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like complete in all respect including all leads and Lifts as per the direction and to the entire satisfaction of Engineer-In-Charge.
275.99
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Sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not exceeding 1 Mtr. In depth in all heights from floor complete in all respectas per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
79.67
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Flat surfaces such as soffits and suspended floors, roofs, landing and the like floors etc. upto 200mm in thickness as per direction and satisfaction of Engineer-in-Charge complete in alll respect.
52.41
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Arches upto 6 meters span complete in all respect including all leads and Lifts as per the direction and to be entire satisfection of Engineer-In-Charge.
100.27
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Beyond 4.00 mtr height
53.41
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Providing Steel work welded in built up section trusses and framed work including cuttint, hosting fixing in position and applying a priming coat of red lead paint in grating framed guards bars railing brackets and similar workscomplete in all respect including all leads and Lifts as per the direction and to be entire satisfection of Engineer-In-Charge.
3.92
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Providing & fixing 500 mm dia.SFRC man hole cover with frame and the weight of frame & cover should not be less than 100 kg complete in all respect within all leads & lifts.
3
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Providing, fixing, Laying and galvanized wire Masquito proof ventilator size 400 mm dia and 300 mm in hieght with frame of M.S. angle iron 40x40x6 mm complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge.
1
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Providing and Fixing Cast iron Sluice Valve Kirloskar/Leader/Bir Make of various (with hand wheel) PN-1 as per BIS 786-1984 latest upto date ammendments standard make with bols, nuts, rubber insertion etc. (The tail pieces if required shall be measured & paid for separately) complete in all respect including all leads and Lifts as per the direction and to be entire satisfection of Engineer-In-Charge. (100mm dia)
7
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Laying Jointing and Testing GMS pipes confirming to relevants BIS codes of below mentioned diameters fully jointed with MS flanges of Table-17 as per IS 6392-1971 excluding the cost of excavation in trenches complete in all respect including all leads and Lifts as per the direction and to be entire satisfection of Engineer-In-Charge.
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100mm for Outlet
44
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100mm for Scour
36
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50mm
65
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Providing & fixing bends of required degrees made from parent tubes conforming to relevant codes fully flanged with MS Flange of Table - 5 conforming to IS: 6392 - 1971 complete in all respect within all leads & lifts.
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100mm dia
3
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100mm dia
1
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Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement :3 Sand) complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
353.12
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Finishing wall with water proofing cement paint of approved brand and manufacture of required shade on un-decorated wall surface (one coats) to give an even shade after throughly brushing the surface to remove all dirt, dust and remains of loose material sand papered stopping complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
447.66
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Providing wood work in frames of door, windows, clearstorey windows and other frames wrought, framed and fixed in position in 1st Class deodar wood complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge.
0.2
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Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clearstorey windows including black enamelled iron but hings with necessary screws 45mm thick in 2nd class Deodar wood 40 mm thick complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge.
3.02
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6mm thick cement plaster to ceiling in CM 1:3 (1cement:3 sand) complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
22.9
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15mm thick cement plaster in single coat on rough side of brick/stone masonary for interior plastering upto floor two level including arrises internal rounded angle chamber and orrounded angles not exceeding 80mm in girth and finished even and smooth in Cement Mortor 1:6 (1 Cement: 6 Sand) as per the direction of Engineer-in-Charge with in all leads and lifts.
40.95
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20mm cement plaster in single coat on rough side of brick/ concrete /stone walls for interior plastering upto floor two level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement:6sand) complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
44.4
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Providing and fixing MS grills of required pattern in wooden window etc with M.S flats squars of round bars theeaded bolts and nuts or by screws plain grill.
33.6
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Providing & fixing 40x3mm flat iron hold fasts 40cm long i/c fixing in frames with 100mm diameter bolts nuts and wooden plugs and embedding in cement concrete block 30x10x15 cm in CC 1:3:6 (1cement: 3sand: 6 graded stone agg. 40mm nominal size) complete in all respect as per direction and to the entire satisfaction of Engineer- in- charge up to all leads and lifts.
8
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Stone soling properly hand packed filling interstices with spall and consolidating with power roadroller to the required and chamber including spreading watering and rolling of building material moorum or eath etc. 100 spread thickness (finished work including material and labour complete in all respect as per the direction and Satification of Engineer-in-Charge with in all leads and lifts.
2.03
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40 mm thick cement concrete flooring 1:2:4 (1 Cement:2 Sand:4 ggaded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement base concrete (to be paid for seperately) complete in all respect as per the direction and Satification of Engineer-in-Charge with in all leads and lifts.
13.5
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Providing and fixing of anodized sliding door bolts anodized transparent or dyed to required colour and shade with bolts and nuts screws etc complete in all respect as per the direction and Satification of Engineer-in-Charge with in all leads and lifts.
1
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Providing and Fixing aluminium Tower bolts (barrel type) anodised transparent with necessary screws etc. complete in all respect as per the direction and Satification of Engineer-in-Charge with in all leads and lifts.(100 X 10)
10
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Providing and Fixing Aluminium handles anodized transparent or dyed to required colour or shade with necessary screw etc. complete in all respect as per the direction and Satification of Engineer-in-Charge with in all leads and lifts. (100mm).
7
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Applying priming coat over new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter, sand papering & knotting ready mixed paint brushing wood primer pink as per the direction of Engineer-in-Charge with in all leads and lifts
12
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Painting two coats (excluding priming coat) on new wood and wood based surfaces ready enamel paint brushing to give an even shade including cleaning of all dirt, dust and other foreign matter complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
12
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Distempering with oil bound distemper of approved brand and manufacture (two coats) and of required shade on undecorated wall surfaces to given an even shade sand papered smooth complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
85.35
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White washing with lime on un-decorated wall surface one coats to give an even shade including throughly brooming the surface to remove all dirt dust and other foreign matter complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
22.9
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Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1 Cement: 3 Sand: 6graded stone aggregate 20 mm nominal size) complete in all respect within all leads & lifts.
22.44
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Providing under layers for plinth protection 75 mm thick (unconslidated) bed dry brick/stone aggregate 40 mm nominal size well rammed & grouted with fine sand i/c preparation of ground complete in all respect within all leads & lifts.
22.9
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Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia.&180 mm deep (inside) with chained lid RCC top 1: 2: 4 mix (1 cement :2 Sand :4 graded stone aggregate 20 mm nominal size ) 100 mm thick foundation conc.1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1:3 (1 Cement : 3 Sand ) finished with a floating coat of neat cment i/c curing complete. 600 x 600 x 750 mm inside size With 150mm th.walls of RCC 1:2:4 (1cement : 2 sand :4 graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways.
6
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P/F of below items required for OHSR complete
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MS Sheet Locking arrangement for Manhole
1
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Lightening Conductor
1
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Water measurement gauge
1
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Vent Pipe i/c CI cowl complete
1
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Flanged bell mouth a/w puddle collars
2
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Expansion joints
2
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Supply of submersible pumping set of (KSB / Kalama/ Kirloskar/ Johnston/ Cromption/ BS) make conforming to BIS; 8034-1976 latest suitable for lifting clear water (latest with uptodate ammendments) fitted with bronze impellers/ suitable alloy directly coupled to squirrell case electric induction motor of same make as (manufacurer standard) conforming to BIS; 9283-1979 (latest with uptodate ammendments) and totally water proof for submersible duty, isolated from the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearings & provided with stainless steel thrust bearing plate to with stand vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor including water level guard,errection clamps,cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:-
80
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Total Head…………………………...178.23
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Discharge required from each pump…………………….9.20 LPS
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No. of pump required………………….2.00 Nos. One act as stand by
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Location of the site of installation of machinery………………..The site is located at a distance of 2 Kmts from Nagrota Bagwan Railway Station
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The Altitude of installation...The altitude of place is 890 mtrs above MSL
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Type of current…...AC Three phase supply with
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Rate Voltage….415+ 10%
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Type of water and its source………………………………………….Clear water from T/Well
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Charactristics of water.
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a) Ambient Temperature dig.c………..20dig.c
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b) Turbidity NTU
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c) Hardness260Mg/Ltrs(as CaCO3)
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d) PH 6.4
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e) total solid Mg /Ltrs
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f) Other…..
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Depth of Tube Well…...80 mtrs
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LWL in Tube Well…….10 mtrs.
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Dia of Bore...200 mtrs
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Center line level of Pump ……755 mtrs
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Discharge level of highest point……908 mtrs
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Static head in Mrs…..158.00 mtrs.
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Length of R/Main ……….1703 mtrs.
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Dia of Rising main….100 mm (M)
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No of working hours per day...8 Hours
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Limit of pump operation…..(-) 15 % (+) 10% of total head
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R.P.M. of pumping set……2900 RPM ( or to be specified by the tenderer)
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Test run….8 Hours continueously for 7 days
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Supply , Installation, Testing and Commissioning of Fully Automatic LT Panel for pump made out of 16 Gauge sheet powder coated dust and veremin proof wall mounted and front opering door type switch board with copper insulated wiring suitable to operate 2 nos. pump of rating 20 HP automatically through Variable Frequency Drive Starter. Starter should be capable to handle all the faults like short circuit, over current, under current, over voltage, under voltage, dry pump protection. It should get on and off command automatically from PLC and HMI. Monitoring and controlling of Pump running and tripping status should be monitored and controlled remotely through IOT enabled device. Access should be given to 3 users. Make: Aarmation Electric Private Limited/MAS/ELLES
1
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Variable frequency drive starter of40 HP Heavy Duty for smooth start and smooth stop of pumps and for the energy conservation in the system. It Should be capable to control the frequecy of pumps through out the operation and also should be capable to maintain the power factor of the system within acceptable limits. It should have ambient temperature 50 Degree without derating and have conformal coating class 3C2, so that it can work in any harsh environment like moisture etc. Make: Aarmation Electric Private Limited/MAS/ELLES
2
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Multi function meter indicating different parameters like Current, Voltage, KWH, PF, THD etc with RS 485 communication Make L&T/Conserve/Siemens
1
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MCB /MCCB suitable capacity of L&T / Standard make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition) with neutral linked under voltage release.
2
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Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 ( Part I & II ) latest with upto date ammendments.
2
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Incommer MCCB with for proper short circuit capability for both the starters make L&T/Schnieder/ABB
2
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On / Off indicator and push button, Control and power wiring,Power capacitor,Cooling fan 230 VAC, Contorl terminal, Buss Bar, i.e.Bolt, insulator, etc.
6
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Input Choke which should be installed at the input of VFD starter, so that there should be proper protection in case of any voltage surge and distortions in signal
2
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Control Transformer to safegaurd the control circuit of all the components from the voltage surges and spikes.
1
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Output contactors in the output of VFD to run the pump
2
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Transporatation and Carrage Charges for panel till site
1
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Programmable logic controller with appropriate digital and analog inputs and outputs to give automatic command to star delta and also will get data from Multi function Meter for Current, Voltage, KWH, PF and THD. Make Mitsubishi/L&T/Delta
1
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HMI 7" display with IOT to give on and off command manually and also to show pump running and breakdown status at pump station Make Wientek/Exor/Mitsubishi/Mecon.
1
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Supply of software with license to monitor data at Laptop/Mobile in form of Software and Mobile Application for 3 users
1
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Level Sensor to indicate the water level of tank remotely
1
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Cloud GateWay for Data Cluding to Server
1
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Cable for Communication for Water Level Sensor
1
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Installation and Commissioning
1
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Supply of Kirloskar/Kilburn /IVC/Fouress/Gled/BHEL/ Leader make Cast steel double flanged sluice valve of Class ASA-150 confirming to BIS-1414 (API-600) (to be provided on delivery side) of equal size to one dia more than the dia of delivery of pump and capable of with standing nominal seat test pressure of 21 kg/cm².
2
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NOTE:-The Cast steel sluice valve shall conform to BIS:780-1984 for 50 to 300mm dia & BIS:2906-1984 for 350 to 1200mm dia ( latest edition). However if seat pressure exceeds the limits prescribed in above mentioned BIS, then it shall be of cast steel conforming to class ASA-150 for seat pressure upto 52 Kg/cm² or class ASA-300 for seat pressure 52 Kg/cm² as per BS 1414 (API 600) .
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Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make Cast steel double flanged swing check type reflux valve having bypass arrangement of Class ASA-150 confirming to BS 1868(API-600) (latest edition)to be provided on delivery side) of size one step higher than the delivery size of pump and shall be suitable for withstanding nominal seat pressure of 21kg/cm².
2
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Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make Cast steel double flanged swing check type reflux valve having bypass arrangement of Class ASA-150 confirming to BS 1868(API-600) (latest edition)to be provided on Rising main) of XXX mm and shall be suitable for withstanding nominal seat pressure of 21 kg/cm².
1
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NOTE:- The Cast steel reflux valve shall conform to BIS: 5312-1984- Part-I ( latest edition). However if the seat pressure exceeds the limits prescribed in BIS 5312 then it shall be of cast steel conforming to class ASA-150 for seat pressure upto 21 Kg/cm² or class ASA-300 for seat pressure 52 Kg/cm² as per BS 1868 (API 600)
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Providing & laying PVC insulated jointless, flat water proof copper cable of Siemens/ Finolex/ Grandlay/ Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(one cable carrying all three phases) including all other electrical equipment /accessories such as thimbles ,flexible pipe, solder, nuts & bolts cable glands etc. 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.
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On supply side of 3½ core coper cable 16 mm^2 ( From HPSEB Meter to Switch & Starter).
5
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On motor side 3 core flat joint less copper cable of size 10 mm^2 ( From Switch & Starter to Motor) pump installed in the bore.
10
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Supply & errection of floor/wall mounted power shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of requirement KVAR according to BHP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including Standard/ L&T/Kilburn/Indo asian make ICTP switches conforming to BIS 4064- 4064-1978 or latest with HRC fuses. (range to be specified by the tenderer.)
12
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Supply of standarad make 80 mm dia circular/square 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 up to date ammendments.
1
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P/L G.I./MSERW pipe considering site requirements and having appropriate size in accordance with the delivery size of pumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operating pressure including all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. The pipe material shall conform to relevant BIS Code and capable of with standing FTP equal to 1.5 times the operating pressure the complete arrangement shall compromise of
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Suction Pipe ……... mm dia = to be specified by the Tenderer
20
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Delivery pipe ………. mm dia = to be specified by the Tenderer
5
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Common header = ……... mm dia = to be specified by the Tenderer
10
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NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge
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Providing and lying double loop earthing with coper plate 600x600 x3 thick electrode and copper strip of 25x3 complete including providing of material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, Copper /GI wire/ Strips of required capacity conforming to BIS 8034-1978 latest with upto date ammendments for above motor & other electriacl equipments including all civil works. (for both machineries).Note. The strip size shall be 20x3 upto 18.5 KW . 25x3 for 18.5 to 37 KW to 55 KW and 32x5 beyond 55 KW.
1
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Errection of all equipments including cost of tees,bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.
1
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Laying, jointing & testing of bevelled ended GI pipe Medium Class with MS Flange of following Table (6%) flange joint & other Pipe (94%) circumfrential butt welded joints by electrical arc welding (welding thickness shall be equal to pipe wall thickness) and testing of GI pipe of following dia meters conforming to IS 1239-2004 (Part-II), having wall thickness as specified below capable of withstanding required test pressure, including manufacturing and febrication of reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe shall also include welding of flanged joints wherever required duly welded in three layers (two inner & one outer) and all operations such as cutting, welding, jointing, fabrication of bends, tees, making bevelled pipe ends suitable for butt welding , lowering & laying in excavated trenches to ensure required level complete in all respects to the best satisfaction of the Engineer-in-charge (Earth work in trenches will be measured and paid for separately) . The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes ( If damaged during laying & jointing operation of pipe) and all other specials made from the parent tube shall be provided with anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The D.P. test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts.
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100 mm dia MS Flange of Table - 28
300
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100 mm dia MS Flange of Table - 17
1080
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100 mm dia MS Flange of Table - 5
323
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Laying, jointing & testing of screw and socket Galvanised Mild steel tube of Light grade of approved make or approved rate contract of DGS & D/HP Government confirming to BIS 1239-1990 (Part-II) of following diameter including all tube fitting are required as per actul site with in all leads and lifts i/c cost of GI fitting & valve as per direction of Engineer-in-Charge with in all leads & lifts. (Cost of excavation earth work with be measured and paid separately.)
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80 mm dia
720
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