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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹77.2 LAccepted-AOC DHALIWAL | JALANDHAR | PUNJAB | 144001 | ₹77.2 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹79.2 L+₹2.0 L (2.55%)Rejected-Finance DHALIWAL | AMRITSAR | PUNJAB | 143001 | ₹79.2 L+₹2.0 L (2.55%) | L-2 | Rejected-Finance Not found L-1 |
| 3 | L-3₹80.0 L+₹2.8 L (3.61%)Rejected-Finance DHALIWAL | FATEHGARH SAHIB | PUNJAB | 140402 | ₹80.0 L+₹2.8 L (3.61%) | L-3 | Rejected-Finance Not found L-1 |
| 4 | L-4₹81.4 L+₹4.2 L (5.40%)Rejected-Finance DHALIWAL | ₹81.4 L+₹4.2 L (5.40%) | L-4 | Rejected-Finance Not found L-1 |
| 5 | L-5₹83.8 L+₹6.6 L (8.52%)Rejected-Finance 0 MOHAN LAN VILL GANAI P O CHAIL CHOWK TEHSIL CHACHIOT MANDI HIMACHAL PRADESH 175045 UDYAM HP 08 0003983 02AAXFP6765G1ZQ B R | MANDI | HIMACHAL PRADESH | 175045 | ₹83.8 L+₹6.6 L (8.52%) | L-5 | Rejected-Finance Not found L-1 |
Tender Value
₹1.4 Cr
EMD Value
₹1.7 L
Closing Date
29 Jul 2024, 10:00 amClosed
Executive Engineer Jal Shakti Divn Haroli
Executive Engineer Jal Shakti Divn Haroli
(SH Construction of Pump House cum chowkidar Quarter, Tanks, Boundary wall around the pump House, Laying, Jointing and testing of Rising Main, Supply and erection of Pumping Machinery with allied accessories, Laying and jointing of D/system etc
2024_HPIPH_90827_1
No. JSV/ Haroli/ TA/ tender/24- 1586-1610 dt 22-07-24
Open Tender
Civil Works
Item Rate
365 days
WSS Bhulgarh area of village Bhadsali
as per NIT
11 documents required · 11 mandatory
₹1,500
Yes
Executive Engineer Jal Shakti Divn Haroli
₹1.7 L
Yes
31 Jul 2025
22 Jul 2024
29 Jul 2024
22 Jul 2024
29 Jul 2024
22 Jul 2024
22 Jul 2024 - 29 Jul 2024
Amount
Excavation in foundation, trenches in earth work in all kinds of soil,such as pick work,jumper work.blasting work in hard rock and soft rock and in saturated soil etc. i/c all leads and lifts , stacking the excavated soil not more than 3 mtrs. clear form the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as per the direction of the Engineer-in-Charge.
Demolition below G.L upto 1.50 Meters depth and disposal of unserviceable materials within 20 metres lead in un-reinforced cement concrete up to 15 cm thickness and to the entire satisfaction of Engineer-in-Charge.
Providing and laying cement concrete work 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in Foundation and Plinth complete as per the direction of the Engineer-in-Charge..
Providing and laying cement concrete 1: 6: 12 ( 1 cement : 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and as per the direction of the .Engineer-in-Charge.
Providing & laying cement concrete by using "M-10" graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth complete as per the direction of the Engineer-in-Charge.
Ist class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:6 ( 1 cement: 6 sand ) in all leads and lifts as per the direction of the Engineer-in-Charge.
Ist class brick work using common burnt clay building bricks in superstructure in cement mortor 1:6 (1 cement :6 sand) in all lead and lifts as per the direction of the Engineer-in-Charge.
Ist class half brick work using common burnt clay building bricks in foundation & plinth in cement mortor 1:4 ( 1 cement:4 sand ) in all leads and lifts as per the direction of the Engineer-in-Charge.
Providing and fixing pressed steel door frame manufactured from commercial MS sheets of 1.25 mm thickness including hinges jump lock jamb, bead if required angle thrshold of MS angle 50x25 mm or base ite of 1,25 mm presses MS welded or rigidly fixed together by mechanical means, adjustable lugs with split and tails to each jamb including steel butt hinges 2.5 mm thick with guards, lck strike plate and shock as specified and laying a coat of steel complete as per the direction of the Engineer-in-Charge.
Profile "A"
Profile"B"
Providing and fixing pannelled glazed and panalled and glazed shuttrs for doors ,windows and clerestory windows including bright finshied /black enemelled iron butt hinges with necessary screws fIst class deodar wood 40 mm thick. 2 nd class deodar wood complete in all respect and as per the direction of the Engineer - in- Charge.
Providing & laying cement concrete by using "M-20" graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for RCC work in :-
(i) Suspended floor,roofs,landing & shelves & their support balconies, beams, girders, bressumers & cantilever upto floor level.
(ii) Arches upto floor two level.
Providing and laying cement concrete work (M-25) 1:1.5:3 (1 cement: 1.5 sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in
(i) Foundation,footing,bases of columns and the like & mass concrete.
(ii) Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters,buttresses plinth,& string courses etc.from top of found.level upto floor two level
Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level complete in all respect and as per the direction of the Engineer - in- Charge.
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 centering, shuttering, struting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in situ-reinforced concrete and plain Concrete work in :-
Flat surfaces such as soffits of suspended floors, roofs, landing and the like Floors etc. upto 200 mm thickness in all leads and lifts and as per the direction of the Engineer-in-Charge.
Beams,cantilever,girders and lintels.Sides and soffits of beams,beam haunchings, cantilevrs, bressumers and lintles not exceeding 1.00 mtr.in depth in all heights from floor.
Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters,buttresses,plinth & string courses & the like.
Prov.form work of ordinary timber plankings so as to give a rough finish i/c centring, shuttering,strutting & propping etc. ht.of propping & centring below supporting floor to ceiling not exceeding 4 mts. & removal of the same for insitu-reinforced concrete & plain concrete work in :-
Arches upto 6.00 mts.span
Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) laid in one layer finished with floting coat of neat cement in all leads and lifts and as per the direction of the Engineer-in-Charge 40 mm thick.
Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) laid in one layer finished with floting coat of neat cement in all leads and lifts and as per the direction of the Engineer-in-Charge 25 mm thick.
15 mm cement plaster in single coat on rough side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:6 ( 1 cement :6 sand ) in all leads and lifts as per the direction of the Enginner-in-Charge.
Pointing on brick work with cement mortor 1:3 ( 1 cement: : 3 sand ) in all leads and lifts as as per the direction of the Engineer - in- Charge.Cut or weather struck.
Prov.in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand ) complete in all respect including all leads and lifts as per the direction of the Enginner-in-Charge.
Providing plinth protection 50 mm thick in cement concrete 1:3:6 ( 1 cement :3 sand : 6 graded stone aggregate 20 mm nominal size ) in all lead and lifts as per the direction of the Engineer - in- Charge.
Applying priming coat over new wood and wood based surfaces after and including preparing the surface by throughly cleaning oil, greas,dirt,and other foreign metter with ready mixed paint brushing wood primer pink complete in all respect as per the direction of the Engineer-in-Charge.
Painting two coats excluding priming coat on new wood and wood surfaces with enamel paint to give an even shade including cleaning the surface of dirt ,dust and other foreign matter sand papering and stoping complete in all respect as per the direction of the Engineer - in - Charge.
White washing with lime on undecorated wall surface ( three coats) to give an even shade including throughly brooming the surface to remove all dirt ,dust mortor drops and loose scale of lime wash and other foreign matter complete in in all respect as per the direction of the Engineer-in-Charge.
Hirmachi colour wash on undecorated wall surfaces (Three coats) to give an even shade including thoroughly brooming the surfaces to remove all dirt,dust, mortar drops and other foreign matter complete in in all respect as per the direction of the Engineer-in-Charge.
Providing and fixing MS grills of required pattern in wooden frame / pressed steel frame with MS flates square / rounds bars 12 mm dia with round headed bolts and nuts of by screws in all leads and lifts and as per the direction of the Engineer - in- Charge Plain grills.
Providing mild/tor steel reinforcement of RCC work i/c bending ,binding and placing in position in complete up to floor two level in all leads and lifts and as per the direction of the Engineer-in-Charge.
Providing 40x3mm flat iron hold fast 40 cms long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15 cms 1:3:6 ( 1 cement :3 sand : 6 graded stone aggregate 20 mm nominal size ) complete in all respect as per the direction of the Engineer -in- Charge.
Providing and fixing sliding door bolts anodized transparent or dyed to required shade and colour with screws etc. complete in all respect 250x16 mm
Providing and fixing tower bolts barrel type anodized transport or dyed to required shade and colour with screws com lete in all respect.
Providing and fixing aluminium handle anodized transparent or dyed to required shade and colour with screws etc. complete in all respect 100mm dia
P/F MS fan clamps type 1 of 16 mm dia bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of roof as per standard design complete in respect .
Providing and laying Damp proof course 38 mm thick cement concrete 1:2:4 (1 Cement : 2 sand:4 graded stone aggregate 12.50 mm nominal size ) in all leads and lifts and as per the direction of the Engineer-in -Charge.
Applying a coat of hot bitumen ( Mexphalt 80/100 of equivalent ) using 1.70 Kg/sqmtrs. On damp proof course after cleaning the surface with a piece of cloth lightly soaked with kerosene oil in all leads and lifts
P/F of angle iron door, window, clerestory windows manufactured from MS angle iron section of 40x40x6mm thickness including hinges jamb, lock, jamb, bead and if required angle threshold of mild steel angle 50x25 mm welded or rigidly welded by mechanical means, lungs withsplit end tail to each jamb i/c. steel butt hinges 2.5 mm thick with provision for locking arrangement & shock observer as specified & applying a coat of approved steel primer after pretreatment of furface as directed by the Engineer-in-Charge.
P/F of 1.25 mm thick MS Sheet garage door with frame of 40x40x6mm angle iron 3.15 mm gusset plates at the junctions and corners, all necessary fitting complete including applying a priming coat of red lead paint using flats 30x5mm for diagonal braces and central cross pieces.
Steel work welded built up sections, trusses and framed work , including cutting , hoisting , fixing in position and applying a priming coat of red lead paint in beams joists channels, angles , tees, flats with connection plates or gratings framed guard bars, ladders,. railling, brackets and similar works
6 mm thick cement plaster to ceiling with cement mortar 1:3( 1 cement : 3 sand ) including carriage of material with in all leads and lifts and other incidentals.
Applying priming coat over new steel and other metal surfaces after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign metter and scoured with wire brushes fine steel wool scrapers and sand paper complete with ready mixed priming paint brushing red lead, red-oxide/ zinc oxcide chrome.in all respect as per the direction of the Engineer-in-Charge.
Painting two coats (excluding priming coat) on new steel and other metal surfaces with enamel paint to give an even shade including cleaning the surface of dirt ,dust and other foreign matter with enamel with enamel paint other than white complete in all respect as per the direction of the Engineer-in-Charge.
Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surface (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt & remains of loose powdered materials complete in all respect as per the direction of the Engineer -in- Charge.
Providing / fixing vitreous china water closet squatting pan ( Indian type WC pan ) size 580 mm ( Earth work, bed concrete, foot rest and trap to be measured and paid for seperately Orissa pattern.
Providing / fixing of PVC "P" Trap complete in all respect.
Providing / fixing of PVC bend 50 mm dia complete in all respect.
Providing / fixing of PVC waste pipe and ventilating pipes complete in all respect.
100 mm dia
50 mm dia
Laying / fixing of wall ceiling and floor galvanized tube (Light) tube fitting and clamps including making good the wall ceiling and floor 15 mm dia complete in all respect.
Providing / fixing of CP brass bib cock with capstan head 15 mm dia complete in all respect.
Providing / fixing of CC Hume pipes each 750 mm dia 1200 mm long required for excavation at site complete in all respect.
Providing / fixing of 10.00 litres PVC low level flushing cistern with a pair of C.I. or mild steel brackets, complete with fitting such as lead valves less syphon, 15 mm nominal size brass ball valves with polygthene float. C.P. Brass handles unions and coupling for connections with inlet, outlet and over flow pipes , 40 mm dia C.P. flush bend including cutting holes in walls and making good the same and connecting the flush bend with cistern and closet ( Overflow) pipe to be measured and paid for seperately.
Proving & fixing PVC water storage tank of ISI : 12701 marked G.I. inlet and outlet connection 15 mm nominal bore ball valve mosquito proof PVC cover with locking arrangement including hoisting up to all heights above Ground level. 500 ltrs. Net capacity tank .
Excavation in earth work and filling in 15 cm. layers in foundation & plinths including ramming, watering and consolidating complete in all respect including carriage of materials within all leads and lifts and as per the direction of the Eng-in-Charge.
Laying, Jointing and testing in trenches GMS Tubes (Light class) tube fitting (Earth work in trenches to be measured & paid for separately)
i) 100 mm dia
Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly)
i) 100 mm dia
Prov. & fixing Cast iron Man hole cover with frame having frames size of 500 mm internal dia.should not be less than 116kg
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.
Wiring for light/Fan point/Exhaust fan point/call bell point with 1.5 Sq.mm PVC insulated copper conductor cable in surface/recessed PVC conduct at required including carriage of all material within all leads and lifts. Group "C"
Wiring for light/power plug with 2 x 4 Sq.mm PVC insulated copper conductor or single core cable in surface/recessed steel conduit alongwith 1 No. 2.24 mm dia bare copper wire for loop earthing as required including carriage of materials within all leads and lifts.
Wiring for circuit wiring with 2 x 2.5 Sq.mm PVC insulated copper conductor single core cable in surface/ recessed steel conduit as required including carriage of material within all leads and lifts.
Wiring for sub-main wiring with the following size of copper conductor single core cable in surface/recessed steel conduit as required including carriage of materials upto all leads and lifts. 2x6 Sq.mm
Supplying and fixing metal box of 180 x 100 x 60mm deep (Nominal size) on surface/recess with suitable size phonolic leminated sheet cover fixing 3 pin 15/16 amps socket tumber/piano type switch connections painting etc. including carriage of materials within all leads and lifts.
Supplying and fixing backellite batten/angle holder including connection as required.
Providing, installing, testing and commissioning of ceiling fan and regulator including wiring the rod of standard length (upto 30cm) with 1.5 Sqmm PVC insulated copper conductor single core cabe etc. as required sweep type. Cat. A
Providing, installation, testing and commissioning of prewired flourscent tube fitting complete with ballast, starter and capactors but excluding flourscent tube rod, suitable to operate on 230 volts single phase A.C.supply directly on surface with copper wiring as required including carriage of materials within all leads and lifts tube fixture 1 x 36 watt
Box type Category "A".
Supplying and fixing 40Amps to 63 Amps rating 240 Volts "L" series miniature circuit breaker of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required including carriage of material within all leads and lifts. Category- A, 63 Amps.
Supplying and fixing of following way single pole and neutral sheet steel MCB distribution board 240 volts on surface/recessed completed with tinned, copper busher neutral link, earth bar, detachable gland plate inter -connections, including painting, earthing etc. as required Bus bar 8 way.
Supplying and fixing 5 Amps to 32 Amps rating 240 volts, G series miniature circuit breaker of following poles in the existing MCB, DB complete with connections testing and commissioning etc. as required Category "A", single pole.
Earthing with G.I. pipe earth, pipe 4.5 mtrs length, 40mm dia including accessories and providing masonry enclousres with cover plate having locking arrangement and watering pipe etc.( but without charcal coke and salt) complete as required including carriage of materials within all leads and lifts.
Extra using salt and charcoal for pipe earth electrode as required, including carriage of materials within all leads and lifts.
Supplying and laying 6 Sqmm G.I.wire at 0.50 mtr below ground level for conductor earth electrode, including soldering etc. as required including carriage of materials within all leads and lifts.
Providing, fixing & testing Street Light Fixture with CFL of 36 watt, copper ballast, G.I. Pipe bracket, complete in all respects.
C/O OHSR 3,00,000 litrs capacity with 15 mtr staging height
Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts.
Providing and laying cement concrete using M - 10 concrete mix with graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts
Providing and laying cement concrete using M - 25 concrete mix with graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :
Foundation,footing.bases of columns & the like & the mass concrete.
Wall (any thickness,but not less than 0.10 mtr.thickness) attached pilasters,buttresses,plinth & string courses etc. from top of foundation level upto floor two level
(i) floor four level to floor five level
Column,pillars,posts & struts upto floor two level
(ii) floor two level to floor three level
(iii) floor three level to floor four level
(iv) floor four level to floor five level
Lintels,beams girders bressumers & cantilevers upto floor two level
(ii) floor two level to floor three level
(iii) floor three level to floor four level
Arches upto floor two level:
(ii) floor two level to floor three level
(iii) floor three level to floor four level
Suspended floors,roofs,landings.etc. upto floor two level
(i) floor two level to floor three level
(ii) floor three level to floor four level
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 centering below supporting floor two level.
(i) Foundation,footing,bases of columns etc.and mass concrete.
(ii) Flat surface such as soffits of suspended floors,roofs,landing and the like
(iii) Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses, plinth & string courses and the like.
(a) Upto 4.00 mtrs.
For Vertical surfaces of tank
(iv) Columns,pillars.posts & struts.
(b) Beyond 4.00 mtrs.
(v) Beams, cantilever, girders & lintels.
Sides & soffits of beams,beam haunchings, catilevers, bressumers & lintels not exceeding 1.00 mtr.depth in all ht.from floor.
(vi) Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtrs.height.
Beyond 4.00 mtr.height.
Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level.
Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement :3 Sand) complete in all respect within all leads & lifts.
Finishing wall with water proofing cement paint of approved brand & maunfacture and of required shade on undecorated wall surfaces (two coats) to give an even shade after throughly brushing the surface to remove all dirt & remains of loose powedered material etc.
Providing & fixing 500 mm dia.SFRC man hole cover with frame and the weight of frame & cover should not be less than 116 kg complete in all respect within all leads & lifts.
Laying, Jointing and testing of GMS Pipes conforming to relevants BIS codes of below mentioned diameters fully jointed with MS Flanges of Table - 5 as per IS :6392 - 1971 excluding the cost of excavation in trenches complete in all respect within all leads & lifts.
100 mm dia
100 mm dia
Steel work welded in built up sections,trusses & framed work i/c cutting, hoisting,fixing in position & applying a priming coat of red paint.In grating,framed guard bars,ladders,railing,brackets & similar works.
Laying/ Fixing GMS Pipes conforming to IS 1239 - 2004 (Part-1) screwed & socketed joints (Light grade) excluding the cost of excavation in trenches
25 mm dia
Providing & fixing CI sluice valve (with hand wheel) as per IS:780 - 1984 Class-I upto 300 mm dia i/c brass spindle & as per 2906 - 1984 Class II for diameters more than 300 mm complete with bolts,nuts,rubber insertion etc,(The tail pieces if required shade etc.
100 mm dia
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.
100 mm dia
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.
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.
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.
P/Fixing of below items required for OHSR complete.
Lightening Conductor
Water measurement gauge
Vent Pipe i/c CI cowl complete
Flanged bell mouth a/w puddle collars
Expansion joints
R/Main
Laying, jointing and testing in trenches Galvanized mild steel flanged/butt welded pipes below mentioned dia and grade conforming to IS:1239-2004 (with latest amendments)The MS Flanges are to be provided for 5% of total joints as per table below conforming to IS:6392-1971 (latest upto date amendments) and welding of MS flanges with pipe as per IS: 816-1969 with electrodes as per IS:814-1991 including required number and size of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00mm in thickness as per IS:27121-1965. The welding of flanges to be done on both faces in three layers in each face to make the joints leak proof including all kind of specials such as bends of all degrees to be made from parent tube, short pieces, tail pieces all made from parent tube and to the entire satisfaction of the Engineer-in-Charge. The pipes end should be bevelled suitable for butt welding. the circumferencial butt welded joints (95% of the total joints) by electrical arc welding to following dia & class pipes, welding of pipes to be done in three layers to make joints leak proof and to achieve the minimum effective throat thickness of welded conforming to IS 816-1969 specifications, by using welding electrode of 2.5mm to 6.3 mm of Advani oerlikon (Adore)-CITOJET/ESAB make conforming to IS 814-1991, at site of work complete in all respect and including DP test for joints and manual/ Mechnical handling of pipes. The laying of Pipes conform to IS 5822 (with latest ammendentments upto date) including all kind of specials such as bends of all degrees to made from parent tube, short pieces, tail pieces all amde from parent tube within all leads and lifts (Earth work in trenches, MS flanges and butt welded joints to be measured and paid for seperately) (125 mm dia. GMS (M) pipe
Providing and welding M.S. flanges @ 5% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of GMS/MSERW pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.
MS flange 125 mm dia T-17
MS flange 125 mm dia T-5
Providing circumferential butt welded joints 95% by electrical arc welding to 125 mm dia GMS pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, include Die pentration test,at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
Distribution System
Laying, jointing and testing in trenches GMS pipes ( light grade) confirming to ISI specification including commissioning and cost of all fittings such as Tee, Elbow, Union, Socket in respect of following diameters in distribution system (Earth work in trenches to be measured and paid for separately) including entire carriage of material in all leads and lifts as per the directoon of the Engineer-in-charge.
20mm dia .
32mm dia .
40mm dia .
50mm dia .
65mm dia .
80mm dia .
100mm dia .
125mm dia .
Dismentalling of old existing galvanised mild steel tubes of the various dia ( earth work in trenches to be measured and paid for separately) complete in all respect within all leads & lifts.
15mm dia .
20mm dia .
25mm dia .
32mm dia .
40mm dia .
50mm dia .
65mm dia .
80mm dia .
Relaying, jointing and testing in trenches GMS pipes ( light grade) confirming to ISI specification including commissioning and cost of all fittings such as Tee, Elbow, Union, Socket in respect of following diameters in distribution system (Earth work in trenches to be measured and paid for separately) including entire carriage of material in all leads and lifts as per the directoon of the Engineer-in-charge.
15mm dia .
20mm dia .
25mm dia .
32mm dia .
40mm dia .
50mm dia .
65mm dia .
80mm dia .
Providing and fixing of peet valve of following dia complete in all respect including entire carriage of material in all leads and lifts as per the directoon of the Engineer-in-charge.
20mm dia .
25mm dia .
32mm dia .
40mm dia .
50mm dia .
65mm dia .
Providing and fixing of CI sluice valve Bir/ Kartar/ Leader/ Kirloskar/ LP Brand make of following dia complete in all respect including entire carriage of material in all leads and lifts as per the directoon of the Engineer-in-charge.
80mm dia .
100mm dia .
125mm dia .
Submersible pumping set alongwith allied accessories
Supply of submersible pumping set of reputed make such as KSB/ Calama / BS/ Worthigton / Sabar/ Seerex /Johnston / Amrut/ lubi/ Hindustan/ Groundfos /Kirloskar confirming to latest relevent BIS . The pump should be fitted with free fine impellers of suitable alloys as per BIS ; 5659-1978 with upto date amendments, suitable for raw / clear water having greased packed bearing and shell with wound stator on motor side and with shaft protection on pump side ensuring better life for shaft conforming to BIS specifications. The pump shall be directly coupled to submersible motor of same as that of offered submersible pump make confirming to BIS ;9283-1979 with upto date amendments, totally dust and water proof for submersible pump, duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed, lubricated bearing and provided with stainless steel thrust bearing plate to withstand non vertical loads with minimum wear tear.It should also be fitted with a device to make up expantion of water with heating of motor. The pumpset should include water level guard i/c cable ,errection clamps, cable clips and depth gauge etc. and suitable for opertion on data given below. a Pumps :- Specifications i) Make ii) Model iii) No. of stages iv) Manufacter's certificate to be attached Performance i) Discharge ii) Head iii) Efficiency of Pump a) Duty Head b) (+) 10% Duty Head. c) (-) 15% Duty Head d) Performance curve to be attached b) Motors; Specification i) Make ii) Model iii) B.H.P iv) Speed v) Insulation a Pumps :- Specifications i) Make ii) Model iii) No. of stages iv) Manufacter's certificate to be attached Performance i) Discharge ii) Head iii) Efficiency of Pump a) Duty Head b) (+) 10% Duty Head. c) (-) 15% Duty Head d) Performance curve to be attached b) Motors; Specification i) Make ii) Model iii) B.H.P iv) Speed v) Insulation
Discharge = (Q) 13.39 LPS
Total Head = ( H) 62.76 Mts.
a) SWL in Tubewell = 27.40 Mtr. bgl.
c) R.L. point of discharge =368.00 Mtr.
d) Seasonal fluctuation + draught condition + bowl assembly. = 9.00 Mtrs.
e) Drawdown in Tubewell =15.25 Mtrs.
f) R.L of lowest point of pumpset installation = 313.35 Mtrs.
g) Static column lift = 51.65 Mtrs.
Rising main.
Length 25 Mtrs.
Dia meter. 125 mm
Class GMS Pipe (MG)
Column Pipe.
Length 61.65 Mtr.
Dia 100 mm
Class GMS. (M)
Pumping hours = 8.00 Hours
Altitude of installations above M.S.L. 350 Mtr.
Characteristic of water.
a) Temperature 20 Deg Cel.
b) Turbidity ________JTU.
c) Allkanity. ___________mg/ l Ca Co3
d) Size of solids ____________mm
e) others
Depth of T/well =202.50 Mtr.
Dia of T/ well assembly 300mm & 200 mm
Length of assembly pipe. 202.50 meter .
Dia of housing pipe 300 mm
Length of housing pipe. 123.50 meter
OPERATING CONDITIONS.
Type of Current :- A.C.Three Phase.
Frequency:- 50 Cycles /Sec.
Rated Voltage 415 +/- 15 % Volts.
System of earthing:- Double Loop earthing as per BIS 3843-1987 Latest.
Speed of Revolution ____________ RPM 2900
MOTOR.
Ref. to BIS code BIS 9283-1979 with upto date amendments.
Type of enclosure of motor: As per BIS ; 4691-1985 ( latest )
Mechanical out put in H.P.
Class of insulation : Class B
The motor should be able to withstand initial current of 2.50 times the rated current for two minutes without suffering damages of permanent deformations.
Ref. to BIS code ; BIS ; 5659-1978 with upto date amendments.
Driver Type: Electric driven.
Operating Range: -15 % to+10 % of Total head at duty point.
Delivery size of Pump : ________( To be quoted by tenderer.)
Providing ICTP Main Switch with HRC fuses of L&T/ Havells make and having capacity 30% extra of the operational rating as per IS : 13947- P I & II with upto date amendments. i) Make : ii) Type : iii) Capacity : 63 amp.
Providing MS Sheet steel fabricated floor mounted closed ( Almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6 mm duly painted with sheet of 16 gauge comprising and capable of mounting the following accessories with all internal connections. Panel/ Switch Board i) Drawing. ii) Layout Plan
MCB of kilburn / L&T/ Havells make of suitable capacity on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage releases as per IS ; 2516-1985 with upto date amendments. i) Make : ii) Type : iii) Range 63 amp. iv) Capacity
ELCB of recommended make L&T /Havells as per IS ; 2516-1985 with up to date ammendments and of suitable range which should have control box , operating handle & trip / reset bush button on / off of indicators, reindicating off spring condition of the circuit breaker for over current protection. The circuit should be equiped with magnet thermal release with metallic tape CTS. It should also be fitted with earth fault for tripping of breaker on occurence of Earth fault. ELCB i) Make : ii) Type : iii) Range 63 Amp. iv) Capacity
The voltage monitor Relay 3 phase with all protection and usual indicator and electric siren against single phasing, low voltage, high voltage, reverse phasing, overloading and phase voltage difference as per IS; 3842 ( Latest Edition )i) Make : ii) Type : iii) Range 0-500.
Bus bar chamber having three bars of suitable rating for full length equal to the width of the board for three live phases and suitable for induced current, one copper bar of half the rating of full length for neutral phase as per IS ; 8084-1976 and IS : 11353-1985 read with BIS ; 5578 -1985 with upto date amendments including. 3 phase indicators i) Make : ii) Type : iii) Rating
Three phase indicator lamps complete with toggle switches for individual motors as per IS 3452 (P- I&II ) with upto date amendments. 3 Phase indicators
Capacitor of BHEL / L&T make as per IS ; 2834-1968 with upto date amendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. offered including cables as per relevent ISI code ( of Seimens / Glocter/ IEC make) from bus bar chamber to capacitor as per IS : 4064-1978 with upto date amendments .Rate of capacitor will be approved by HPSEB. i) Make : ii) Type : iii) Range. 5 KVAR
Providing suitable starter of L&T/ Havell's /BHEL make as per IS :13947-II with upto date 'amendments for Squirrel cage / Slipring motor mounted on panel board with magnetic 'type overload release and dashpot, time lag, under voltage release, with or without 'initial oil filling as the case may be with Air Break. Type Star Delta with single phase preventor as per IS ;1248 ( P-V ) 1983 with up to date amendments. Single Phase Preventor i) Make : ii) Type : iii) Range.
Providing and fixing double flanged Cast iron Sluice valve of Leader / Kirloskar /LP/RG Brand make for the delivery line of pump and capable of withstanding the normal seat pressure and as per IS :- 780-1992 with latest ammendments i) Make : ii) Type : iii) Make :- Cast Iron Class PN-1.00 for Column Pipe 100 mm dia
Providing and fixing double flanged swing type cast Iron Reflux valve of Leader/ Kirloskar/Kartar / LP/RG Brand make having Bye pass arrangement on the delivery line of the Pump and capable of 'withstanding normal Seat Pressure as per IS:15312 Part-1 with latest ammendments i) Make : ii) Material : Cast Iron iii) Class PN-1.0 For for R/main 100 mm dia.
Providing and fixing pressure gauge of Prega / Precision make complete with all accessories such as stop cock, copper tubing as per IS ; 3624-1987 with upto date amendements. i) Make :
Supply of PVC jointless, flat water proof cable with copper conductor as per BIS 694-1998 latest with upto date ammendments of Havells/ Finolex make suitable for the pumpsets offered from MCB to motor including all other electrical equipments / accessories such as thimble, flexible pipe, solder, nuts and bolts, cable glands, clips etc, laid in pipes or trenches under floor. The type, size and make shall be subject to approval of HPSEB authorities. i) Make : Finolex/ Havells ii) Size 3x 6.00 mm2 iii). type- IV capacity V Core-3
Lowering of GMS Column pipefor assembly 100 mm dia including MS flanges' of Table 17 as per IS : 6392-1971 with upto date amendments, rubber/asbestos gasket of min. 3mm thickness as per IS 2712-1979 and required numbers of nuts and bolts as per IS ;1364-1983 . The Column pipe shall be as per relevent IS Code and to withstand 1.50 times total head stipulated under item No. 5.03 . The Column pipe should be extended upto 5 mtr. beyond the outer wall of the pump house in the direction of Rising main . The Column pipe should be properly jointed with the Rising main including all necessary accessories like increaser / reducer, flanges, bends etc, including supporting clamps (2Nos.) at the top of T/well assembly, and as per the direction of Engineer - in - Charge. (The pipe shall be supplied by the Department free of cost from Divisional Store Samnal. Column Pipe 100 mm dia GMS pipe
Installation of all items appearing as above as per the systematic drawing attached with the documents or as per the direction of Engineer - in- charge.
Providing and laying copper PVC insulated armoured power cable (one cable carrying all the three phases) of suitablle size and capacity to motors and all other electrical equipments as per IS ;1554 (P-I ) 1988 or latest with upto date amendments of Seimen /Gloster / IEC / ICC / EICO / National / Grandlay /Finolex/ Havells make including all other accessories such as thimble, flexible pipes, solder nuts and bolts, cable glands etc. laid in pipes of trenches under floor. Armoured Power Cable A) Supply Side From meter of HPSEB to Bus Bar and Switch) i) Size 4.00 mm2 ii) Make Finolex/Havells. iii) Type iv) Capacity v) Core 3.
Providing and fixing double loop earthing with G.I. plate 600 mmx600mm x 6.3 mm thick electrode complete with material such as thimble, nuts and bolts, charcoal, salt, common as per IS ; 3043-1987 with upto date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect as per the dirction of the Engineer - in - Charge. i) G.I. wire 4 SWG upto 25 HP
Centrifugal Pumping Machinery alongwith allied accessories
Providing horizontal spindle, horizontal / radial split casing /end suction ( back pull out arrange-ment) Single /double /multi stage of Kirloskar / KSB Crupton KSB/Calama/BS/ Groundfos/ Hindustan/ Lubbi make as per BIS IS 1520-1980 with upto date ammendments read with IS: 9137-1978 or latest edition suitable for lifting water for under mentioned characteristic with Bronze impellers / priming funnels, casing ring and shaft sleeves of Bronze shaft of stainless steel with cast iron casing, coupled directly through a flexible coupling on a common cast iron / cast steel base plate (base plate to be framed from the manufacturers of the pumping unit only) to slipring / Squirrel cage screen protected drip proof induction motor / motors of standard make such as Crompton / NGEF / GEC / Seimens /Jyoti/ Kirloskar BHEL / ABB suitable for operation on 415 (+/-15%) volts. 50 Cycles /Sec. 3 phase AC electric supply of 2900 RPM.The power of electric motor/ motors should be at least +10% in excess of the maximum power required by the pump / pumps in the Operation range of (+10%) and (-15%) of the duty point head. The motor / motors as per IS 325 IS -1978 with upto date amendments read with IS 900 -1972. It should include cost of Bearing. Nuts, Bolts and painting etc. and should meet the following requirements. (a) Pump :- Specifications i) Make ii) Model iii) No. of stages iv) Manfacurer's certificate to be attached. performance i) Discharge ii) head Make ii) Model iii) efficiency of pump a) duty Head b) (+) 10% duty head c). (-) 15% Duty Head d) performance curve to be attached b). Motors:- Specificions Make ii) Model iii) Rating iv). speed v) Insulation (C) Coupling (D) Base plate
Discharge (Q) = 13.39 LPS.
Total Head (H) = 90.48Mtrs.
a)LWL In Sump well = 365 mtr
b)R.L. of shaft = 365 Mtrs.
c)R.L. of discharge Pt. = 438 Mtrs.
d)Suction lift. +ve mtrs.
e)Discharge Head = 0.00 Mtrs.
f) Static Head = 73.30 Mtrs.
Rising main.
Length = 700 Mtrs.
Diameter = 125 mm. dia
Class GMS Tube(M)
Pumping hours. = 8 Hours.
Altitude of installations above M.S.L =500 mtrs.
Characteristic of Water
a)Temperature 20 Deg.Col.
b)Turbidity ________ JTU
c)Alloanity _________ mg/1 ca Co3
d)Size of solids __________ mm
e) Others.
Providing ICTP Main Switch with HRC fuses of L&T/ Havells make and having capacity 30% extra of the operational rating as per IS : 13947-P I & II with upto date amendments.i) Make : ii) Type : iii) Capacity : 32 amp.
Providing MS Sheet, steel fabricated floor mounted closed (Almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6mm duly painted with steel sheet of 16 Gauge comprising and capable of mounting the following acccessories with all internal connections.
i) MCB of L&T / Havells make of suitable capacity on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage releases as per IS: 2516--1985 with upto date amendments . i) Make : ii) Type : iii) Capacity : 63 Amp.
ii)ELCB of recommended make L&T / Havells make as per IS: 2516-1985 with upto date ammendments, and of suitable range which should have control box, operating handle and trip / reset bush button on / off of indicators, reindicating off spring condition of the circuit breaker for over current protection. The circuit should be equiped with magnet thermal release with metallic tape CTS. It should also be fitted with earth fault for tripping of breaker on occurence of Earth fault. i) Make : ii) Type : iii) up to 63 Amp
iv )The voltage monitor Relay three Phase with all protection and usual indicator and electric siren against single phasing, low vaoltage, high voltage reverse phasing, overloading and phase voltage difference as per IS 3842 ( Latest Edition). i) Make : ii) Type : iii) Range:0-500
Power factor meter of standard make as per relevent IS code with upto date ammendments.i) Make : ii) Type : iii) Range: 0-500
Frequency meter of standard make as per relevent IS code with upto date ammendments..i) Make : ii) Type : iii) Range: 0-500
Bus bar chamber having three bars of suitable rating for full length equal to the width of the board for three line phases and suitable for induced current one copper bar of half the rating of full length for neutral phase as per IS : 8084-1976 and IS: 11353-1985 read with BIS : 5578- 1985 with upto date ammendments including.i) Make : ii) Type : iii) Rating
Providing ICTP Switches with HRC fuses of L&T/ Havells make as per IS : 13947-P I & II with upto date amendments.i) Make : ii) Type : iii) Capacity : 32 amp.
Three phase indicator lamps complete with toggle switches for individual motors as per IS: 3452 (P-I&II) with upto date ammendments. i) Make : ii) Type : iii) Capacity
Capacitor of BHEL / L&T make as per IS : 2834-1986 with upto date ammendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. offered including cables as per relevant ISI code (of Seimens / Clocter / IEC make) from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per IS: 4064-1978 with upto date ammendments, Rating of capacitor will be approved by HPSEB. i) Make : ii) Type : iii) Range 6 KVR
Providing suitable Starter of L&T / Havell's / BHEL make as per IS : 13947-II with upto date 'amendments for Squirrel cage / Slipring motor mounted on panel board with magnetic type over load release and dashpot, time lag under voltage release, with or without 'initial oil filling as the case may be with single Phase preventor as per IS ;1248 ( P-V ) 1983 with up to date amendments. i) Type ii) Make
Providing and fixing of double flanged Cast iron Sluice valve of kirloskar/Leader / Kartar/LP/RG Brand make as per IS 780-1992 with update ammendment for 125 mm dia suction pipe of the 65 mm dia for the suction line of pump and capable of with standing the normal seat pressure as per BIS with upto date ammendments i) Material Cast Iron ii).class PN1.60
Providing and fixing of double flanged Cast iron Sluice valve of kirloskar/Leader / Kartar/LP/RG Brand make as per IS 780-1992 with update ammendment for 125 mm dia for the delivery line of pump and capable of with standing the normal seat pressure as per BIS with upto date ammendments i) Material Cast Iron ii).class PN1.0
Providing and fixing of double flanged Cast iron swing type reflux valve of kirloskar/Leader / Kartar/LP/RG Brand make IS 5312 Part 1 of 125 mm dia for the delivery pipe of pump and capable with standing the normal Seat Pressure as per IS 5312-1984 part-1 class PN 1.60 upto date ammendments i)Make ii)Class PN 1.60 iii)Seat pressure(MPa) iv)Material Cast iron
Providing and fixing of Cast iron double flanged Swing type reflux valve of kirloskar/Leader / Kartar/Kilburn /BHEL /LP/RG Brand make IS 5312 Part 1 of 125 mm dia having by pass arrangement for the rising main of pump and capable of with standing the normal seat pressure as per BIS i)Make ii)Class PN 1.60 iii)Seat pressure(MPa) iv)Material Cast iron
Providing 125 mm dia circular dial pressure gauge of Precision / Fiebig make complete with all accessories such as stop cock, Copper tubing etc. as per IS: 3624-1987 with upto date ammendments. i) Make : Range.
Installation of all above items appearing above as per the systematic drawing attached with the documents or as per the direction of Engineer-in-Charge. .`
Fixing double flanged GMS piping work ( Layout to be approved by Engineer-in-Charge). for suction and delivery pipes suitable to pumps offered and common header as per the rising main respectively complete with all specials such as bends, Tees, Reducers / Inceasers with companion flanges matching with the relevant specifications of the accessories as indicated in the Drawing including rubber / asbestos gasket of 3 mm thickness as per IS : 2712-1979 and required number of Nuts and Bolts as per 1364-1983.-the pipes shall be as per relevent IS code and to withstand 1.50 times total head stipulated under item No.5.( GMS PIpe shall be issued by the department free of cost from Divisional store Samnal. The size of various components to be as under:-
i) Suction Pipe GMS Pipe 125 mm dia. (M)
ii) Delivery Pipe GMS 100 mm dia. (M)
and will extend upto 5 metres from the outer wall of the pump house in the direction of Rising main of 125 mm dia to be joined.
Providing and laying copper PVC Insulated 3 core armoured power cable (One cable carrying all the three phases) of suitable size and capacity to Motors and all other elelctrical equipments as per IS: 1554 (P-I)1988 or latest with upto date amendments of Seimen / Gloster / IEC / ICC / EICO / National / Grandlay / finolex / Havell make ' including all other accessories such as thimble, flelxible pipes, solder, nuts & bolts, cable glands etc. laid in pipes or trenches under floor. Armoured Power Cable (A) Motor side (From Switch to Starter & Starter to motor) i) Size 10.00 mm2 ii) Make iii) Type - Armounred power cable iv) Capacity v) Core 3 (B) Supply Side (From meter of HPSEB to Bus Bar & Switch) i) Size 10.00 mm2 ii) Make iii)Type - Armounred power cable iv) Capacity v) Core 3
Providing and fixing double loop earthing with GI flat of suitable thickness electrode complete with material such as thimble, Nuts & Bolts, charcoal and common salt as per IS 3043-1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect as per the direction of the Engineer-in-Charge..i) GI wire 8 SWG up to 15 HP
Providing and installation of remote monitoring automation for management and control for submersible and centrifugal Machinery with M-Power Module for Mobile Controller of reputed make confirming to Standred with upto date amendments with supply 160-500 V-AC-50HZ-Single phase/ three Phase wire including cabling computed to delivery results Two Mobile sets including Two Sims with massage pack complete in all respect and entire satisfaction of the Engineer-in-Charge
Ravinder Kumar Sahore
abhishek khajanchi
M/s Kamla Contruction
M/S P.S ENTERPRISES
Ankush Dhiman
Yash Pal Sharma
Nitin Sharma
Gaurav Attri
Sahil ohri
Om Parkash Govt Contrator
SG Engineers and Consultants
Sahil
Pankaj Pal Mahey
Sahil Mehay
Sohan Singh Govt. Contractor
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