Construction of LWSS Baliah under NABARD in Tehsil Barsar Distt. Hamirpur HP

Amount

Excavation in foundation , trenches etc., in all kinds of soil such as pickwork, jumper work blasting work, in soft / hard rock, including chiseling wedging out of rocks clearance of bushes etc.including shoring, dewatering etc. in all leads and lifts stacking the excavated soil upto any lead and lift 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 layers by ramming and watering and then disposing of all surplus earth within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.

Earth work in foundation for digging well in dry excavation from gravel level upto the level where well curb is placed, including disposing of soil within all radius and filling space outside the well after completion from N.S. level to 1.5 meters depth in all kind of soil such as pick work,jumper work, blasting work Soft/hard Rock chiseling workSoft/hard Rock(where blasting is prohibited) complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Wet well sinking in gravel including all pumping, shoring etc.complete in all respect.

From spring level to 3.00 meters below S.L.

Exceeding 3 meters, but upto 6.00 meters below S.L.

Lowering steel well curb in the pit and assembling in position in all depth complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and Laying cement concrete1:1.5:3 (1Cement :1.5 Sand:3graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-

Suspended floors,roofs,landing shelves and their supports balconies beams,girders bressumers and cantilever upto floor two level including carriage of material in all leads & lifts.

Columns, pillars posts and struts upto floor two level in all leads and lifts.

Foundation, footings, bases of columns etc. and mass concrete in all leads and lifts

Arches upto floor two level

Providing and Laying cement concrete M25 ( Design Mix) not leaner than ) 1:1.5:3 nominal size (1Cement :1.5 Sand:3graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-

Foundations,footings bases of columns and the like and mass concrete in all leads and lifts.

Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters buttersses ,plinth and string courses etc. from top of foundation upto floor two level in all leads and lifts.

Providing and laying no fine concrete 1:4 (1 Cement:4 stone) aggregate 20mm nominal size) and curing complete in foundation and plinth excluding the cost of form work complete involving all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing and Laying cement concrete1:3:6 (1Cement :3Sand:6 graded stone aggregate 20 mm nominal size) including curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.

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 to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain.

Vertical surfaces such as walls(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc. above 200mm. In thickness with in all leads and lifts & to the entire satisfaction of the Engineer-in-charge

Sides & soffits of beams, haunching,cantilevers,bressumers & lintles not exceeding 1.00 mts. In depth in all heights from floor in all leads and lifts.

Foundation, footings, bases of columns etc. and mass concrete in all leads and lifts

Providing from work of ordinary timber plankings so as to give a rough finish including centring,shuttering, strutting and propping etc. height of propping and centring below supporting floor to ceililng not exceeding 4 metres and removal of the same for insitu reinforced concrete.

Arches upto 6 metres span.

Square rubble masonary coursed with hard stone of approved quality in in cement mortar 1:4( 1cement:4 sand ) in all leads and lifts.:-

Foundation & plinth complete in all respects in all leads and lifts.

Super structure above plinth level upto floor two level in all leads and lifts.

Squared rubble stone masonry coursed with hard stone of approved quality in foundation & plinth including racking out of joints in cement mortar 1:6 ( 1 cement :6 sand ) in all leads & lifts

Brick work using common burnt clay building bricks (IInd class) in foundation and plinth upto floor two level in cement mortar 1:4 (1cement:4 sand) in all leads and lifts.

Half brick masonery in common burnt clay building bricks in cement mortar 1:4( 1cement :4sand) 2nd class birck complete in all leads and lifts.

Brick work using common burnt clay building bricks (IInd class) in super structure above plinth level upto floor two level in cement mortar 1:6 (1cement:6 sand) in all leads and lifts.

Providing woodwork in frames of doors, windows, clerestory, windows and other frames wrought,framed and fixed in position with second class deodar wood in all leads and lifts.

Providing and fixing panelled glazed or panelled and glazed shutters for doors windows and clerestory windows including black enamelled iron butt hinges with necessary screws in 40mm thick 2nd class Dodar wood complete in all respects all leads and lifts.

Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85 G. with wire of dia 0.56 mm for doors windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screws on 40mm thick 2nd class Deodar wood in all leads and lifts.

Precast terrazzo tiles hydraulic compressed 20 mm thick with marble chips of specified sizes) laid in floors, treads of steps and landings on a bed of 25 mm average thickness of cement mortar 1:6 (1 cement :6 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) incliding rubbing and polishing complete with tiles of Gray shade in all leads and lifts.

Precast terrazzo tiles hydraulic compressed 20 mm thick (with marble chips of specified sizes) in skirting and risers of steps not exceeding 30 cm in height on 10 mm thick cement plaster 1:3 (1 cement: 3 sand)jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) including rubbing and polishing complete with tiles of Gray shade in all leads and lifts.

20mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement:6sand) within all leads and lifts.

6 mm cement plaster to ceiling in CM 1:4 (1Cement :4 Sand) in all leads and lifts.

15 mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement:6sand) within all leads and lifts.

Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts.

Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1 cement : 3 sand) with in all leads and lifts & to the entire satisfaction of the Engineer-in-charge.

Providing tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level including carriage of material in all leads & lifts.

Steel work welded in built up sections,trusses & framed work, including cutting ,hoisting & fixing in position & applying a priming coat of red lead paint :- In grating, framed ,guards,bars, ladders, railing, brackets & similar works in all leads and lifts..

Laying jointing and testting of GMS pipe following dia (medium/ light class) for scour pipe, inlet pipe , over flow pipe & distribution system including carriage of material in all leads & lifts.( Labour rates.)

32 mm dia .

40 mm dia .

50 mm dia .

65 mm dia Medium class

Providing and fixing double flanged C.I sluice valve of following dia (with hand wheel) as per IS: 780 (including brass spindleand as per IS: 2906 Class-II complete with bolts., nuts, rubber insertion etc. ( along with tail pieces if required) following dia including all leads and lifts complete. ( Leader make) with M.S. flanges of table 5.

65 mm dia .

Providing and fixing Brass full way Gate valve as Per IS 778 CL-I of the following dia in all leads and lifts as per direction of Engineer-in-charge.

32 mm dia .

40 mm dia .

50 mm dia .

Manufacturing & fixing manhole cover of size 60x60cm made of angle iron size 40x40x5mm thick covered with M.S .flate including hingeses, handles, holdfast,locking arrangemetns, lock key Standard make including priming coat with red oxide paint and fixing with cement concrete 1:1.5:3 ( 1cement :1.5sand :3graded steone aggregate 20mm nominal size ) complete in all respects.

Constructing chamber for sluice valves with C.I surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab1:2:4(1cement:2sand: 4 graded stone aggregate 20mm nominal size ) 100mm thick foundation concrete 1:5:10(1cement:5sand:10 graded stone aggregate 40mm nominal size ) and insideplastering with cement mortar 1:3(1cement:3sand) finished with a floating coat of neat cement including curing complete with 600x600x750mm inside size with 150mm thick wall of RCC 1:2:4 ( 1cement :2sand :4 graded stone aggregate 20mm nominal size ) complete with form work and reinforcment with 6mm bars at not exceeding 150mm centres both ways in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing 200mm wide cast iron rungs with chequered or ribbed non slip surface including fixing in manholes with 200mm x200mmx100mm cement concrete 1:3:6 ( 1cement :3sand :6 graded stone aggregate 20mm nominal size and curing complete with in all leads and lifts & to the entire satisfaction of the Engineer-in-charge

Distempering two coat with dry distemper of approved brand and manufacturers of required shade of undecorated wall surfaces to give even shade over and including a priming coat with alkali-resistance primer of approved brand and manufacturer after throughly brushing the surface from motor dropping and other foreign matter and also including preparing the surface even and sand papering smooth priming coat with distemper primer in all leads and lifts.

Painting two coats (excluding priming coat)on new steel and other metal surface under coat with ready mixed paint brusing to give an even shade including cleaning the surface all dirt,dust and other foreign matter With Enamel paint other than white in all leads and lifts

Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink in all leads and lifts.

Painting two coats(excluding priming coat) on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than white in all leads and lifts.

White washing with lime on undecorated walls surface (two coats) to give an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts.

Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thotoughly brushing the surface to remove all dirt & remains of loose powdered materials.

Providing and fixing M.S.fan clamp(Type-I of 16mm dial M.S. Bar bent to shape with hooked ends in RCC. Slab during laying including painting the exposed portion of loop all as per standard design complete in all leads and lifts.

Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dial meters bolts and nuts and wooden plug and embeding in cement mortar block 30x10x15cm 1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size in all leads and lifts..

Providing and fixing following anodized aluminium fittings of anodized transparent and shade with necessary screw etc.complete in all leads and lifts.

Sliding door bolts 250x16mm.

M.S. tower bolts (Barrel type) leads and lifts. 200x10mm.

M.S. handles 125 mm dia

Providing and fixing M.S. grill of required pattern in wooden frames of windows etc. with M.S. flat square or rounded with round head nuts and bolts or by screwed complete in all leads and lifts.

Stone/Boulder filling dry hand packed tightly complete under lean concrtete / floors/behind retaining walls in all leads and lifts.

Laying,jointing and testing of in trenches ( to level or grade) of GMS pipes ( bevelled edge flanged /butt welded pipes having M.S flanges @5% of total length and Butt weld @ 95%) of below mentioned diameger conforming to IS 1239-2001( Latest upto date ammendments) as specified , suitable to withstand required hydraulic test pressure including fixing of required number of bends of all degree,tee MS nuts and bolts as per IS 1369-1967 compressed asbestos fibre jointing gasket sheet not less than 3.00mm in thicknjess as per IS 2712-1998, complete in all respects . The laying of pipes shall conform to IS 5822-1994 as well as CPHEEO manual and will include all operations such as jointing including flushing , cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineerin Charge including entire carriage of materials in all leads and lifts(Earth work in trenches, welding of flanged joint and butt welding will be measured and paid for seperately)

GMS pipe 50 mm dia Heavy class from RD 0/0 to 250 table 5 booster stage

GMS pipe 50 mm dia Heavy class from RD 0/0 to 500 table 17 Main stage

GMS pipe 50 mm dia Heavy class from RD 500 to 750 table 5 Main stage

Providing Circumferencial Butt welded joints by electrical ar welding to below mentioned dia and wall thickness GMS pipe welded in three 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 2.5 mm to 6.3 mm of Advani Oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991 , at site of work complete in all respects, including manual/machanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer in charge.

Butt welding GMS pipe medium 50 mm dia

Providing welding and fixing of MS flanges at 5% of total joints, conforming to following tables as per IS 6392-1971 (Last with upto date amendments) and welding of MS flanges with GMS pipes in three layers on both sides i.e two layer on outer faces and one layer on inner face to make the joint leak proof (The cost of providing and laying of GMS pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. the thickness of gasket not less than 3.00 mm conforming to IS 2712-1998. The work shall be done as per entire satisfaction of engineer in charge within all leads and lifts.

M.S Flange 50 mm dia Table -5

M.S Flange 50 mm dia Table -17

Providing and fixing screwed cast iron air release valve 25 mm dia single ball type of Leader/ Kirloskar make as per BS 1452-90 with upto date ammendments as per clas PN 10.00 to with stand a seat pressure of 11.22 kg /Cm2 complete in all leads and lifts & to the entire satisfaction of the Engineer-in-Charge .

Providing horizontal spindle horizontal split casing/end suctions (back pull out arrangement) single/double multistage centrifugal pump or combination of pump in series of recommended make such as Mather and Platt/ KSB/ Kirloskar as per BIS-1520-1980 with up to date amendments, read with IS: 9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with Bronze impellers/priming funnels, casing ring and shaft sleeves of bronze, shaft of steel grade EN-8 with cast iron casing coupled directly through a flexible coupling on a MS/Cast steel base plate ( base plate to be from the manufacturers of the pumping unit only) to Squrrel cage induction motor of standard make such as Kirloskar/Crompton/ NGEF and suitable for operation on 400 (+)/-) 10% volts, 50 cycles/second, 3 phase AC electric supply. The power of electric motor should be at least 10% in excess of the maximum power required by the pump in the operation range of (+) 10% and (-) 25% of the duty point head. The motor should be as per IS: 325-1978 with up to date amendments read with IS: 900-1972. It shold include the cost of bearing nuts, bolts and painting etc and should meet the following requirement.

Discharge (Q) 1.98 LPS for each pump. Or 7.13 Cum/Hour

Total head in Mts. 115.66 meters

(a) LWL in sump well (h) 724.30 mtrs.

(b) Shaft level 725.50 mtrs.

(c ) Level at discharge point 800.00 mtrs.

(d) Suction lift mtrs.

(e) Residual head 3.00 mtrs.

(f) Static head 74.50 mtrs.

Rising main

(a) Length 750 mtrs.

(b) dia 50 mm

Pumping hours 4 hours

Altitude of installation above MSL mtrs.

Characterstics of water

(a) Temperature degree centigrade

(b) Abient Temp.

( c) Turbidity Upto PPM

(d) Alkalanity

(e) Size of the solids

(f) Other

Supplying and fixing of prefabricated control panel consisting of PP meter, Amp. meter, voltmeter, OCB/MCB/MCCB, ON/OFF push button, circuit breaker, Voltage monitor relay, voltmeter, power factor meter, frequency meter, Bus bar chamber, ICTP main switch with HRC fuses, Ammeter, capacitor, Starter (star delta / oil immersed /direct on line/auto transformer), Single Phase preventor, hour run meter and other accessories suitable for pumping machinery under item No. 49 as per technical specification sheet attached complete in all respect.

Providing double flanged Cast iron sluice valve of Kirloskar/ Leader make of 50mm dia and capable of with standing the normal seat pressure and as per 780-1984 class-PN1.00

Supply of Kirloskar/Leader make dia. cast iron ( P.N. 1.60 ) double flanged (swing check type ) refelux valve having one dia Higher than pump size to delivery of pump and capable of with standing nominal seat pressure of 10.20 kg/cm2 as per IS : 5312-1984

Providing double flanged (Swing type) Cast iron reflux valve of Class P.N. 1.6) Kirloskar/ Leader make size one dia higher having bye pass arrangement on the delivery line of pump and capable of with standing normal seat pressure as ressure of 10.20 kg/cm2 as per IS : 5312-1984

Providing double flanged Cast steel non return valve of Kirloskar/ Leader make 50mm dia having bye pass arrangement for rising main and capable of with standing normal seat pressure as per ressure of 10.20 kg/cm2 as per IS : 5312-1984

Providing and fixing double flanged GMS /MSERW piping work layout to be approved by the Engineer-in-Charge for suction and delivery pipes suitable to pump(s) offered and common header as per the rising main respectively complete with all specials such as bends ,tees reducers/ increasers with companion flanges matching with the relevant specifications of the accessories as indicated in the drawing including rubber/asbestos gasket of minimum 3mm thickness as per IS 2712-1979 and required number of nuts and volts as per IS: 1364-1983. The pipes shall be as per relevant IS Code and to withstand 1.5 times total head stipulated under item No.49. Suction Pipe :- To be specified by the bidder. Delivery pipe :- To be specified by the bidder. Common Header:- 50mm dia of MS Pipe .

Providing and laying copper PVC insulated armoured power cable (One cable carrying all the three phases) of suitable size and capacity to motors and all other electircal equipments as per IS:1554(P-I) 1988 or latest with upto date ammendments of siemens/GLOSTER /IEC/ICC/EICO/NATIONAL/GRANDLAY make including all other accessories such as thimbles, flexible pipes,solders,nuts , bolts cable etc. laid in pipes or trenches under floor

(a) Motor side (From switch to starter , starter to motor)

(b) Supply side (From Meter of HPSEB to bus bar and switch)

P/L double loop earthing with GI plate 600x600x3mm thick electrode complete with material such as charcoal, common salt ,GI pipes,thimbles,nuts & bolts,digging of pits,GI wiring & 25x5mm GI strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendments for above motors & other electrical equipment.

Erection of pum;ping machinery alongwith allied accessories from item No. 49 to 57 complete in all respects.

Supply of standard make 100mm dia circular dial pressure gauge of suitable range Fiebeg/Bourden/ Precision make with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 latest with up to date amendments.

Booster stage

Supply of submersible pumping set of reputed make such as KSB /CALAMA /JOHNSION/ Kirloskar conforming to latest relevant BIS code. The pump should be fitted with free flow impellers of bronze/suitable alloy as per BIS 5659-1972 latest suitable for clear water of IS: 5659-1970 having greased packed bearing and shaft with bound stator on motor side & with shaft protection sleeve on pump side ensuring better life for shaft conforming to BIS specifications. The pump shall be directly coupled to a submersible squirrel cage electric induction motor(water proof) of reputed make Kirloskar/ NGEF/Jyoti/Crompton make conforming to BIS 9283-1979 latest with upto date ammendments totally dust & water proof for submersible duty isolated from the pump by intermediate casing with double mechnical seal in oil chamber & grease packed lubricated bearing & 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 take up expansion of water with heating of motor. The pump set should include water level guards errection clamps, cable clips & depth gauge etc. & suitable for operation on data given below:-

Discharge (Q) 1.98 LPS or 7.13 M3/hour for each pump.

Total head in Mts. 49.18 meters

(a) LWL in sump well (h) 30.00 mtrs.

(b) Shaft level 3.00 mtrs.

(c ) Level at discharge point mtrs.

(d) Suction lift

(e) Discharge head mtrs.

(f) Static head 24.45mtrs.

Rising main

(a) Length 250 mtrs.

(b) dia 50 mm

Pumping hours 4 hours Type of source Percolaltion well

Altitude of installation above MSL 650mtrs.

Characterstics of water

(a) Temperature 20-42 degree centigrade

(b) Abient Temp.

( c) Turbidity Upto 50 PPM

(d) Alkalanity

(e) Size of the solids

(f) Other (g)Source Percolation well

Supplying and fixing of prefabricated control panel consisting of Amp. meter, voltmeter, OCB/MCB/MCCB, ON/OFF push button, circuit breaker, Voltage monitor relay, voltmeter, power factor meter, frequency meter, Bus bar chamber, ICTP main switch with HRC fuses, Ammeter, capacitor, Starter (star delta / oil immersed /direct on line/auto transformer), Single Phase preventor, hour run meter and other accessories suitable for pumping machinery under item No. 60 as per technical specification sheet attached complete in all respect.

Supply of Kirloskar/Leader make dia. cast iron ( P.N. 1.00 ) double flanged sluice valve having one dia Higher than pump size to delivery of pump and capable of with standing nominal seat pressure of 10.20 kg/cm2 as per IS :780-1984

Supply of Kirloskar/Leader make dia. cast iron ( P.N. 1.00 ) double flanged (swing check type ) refelux valve having one dia Higher than pump size to delivery of pump and capable of with standing nominal seat pressure of 10.20 kg/cm2 as per IS : 5312-1984

Supply of Kirloskar/Leader make dia. cast iron (class P.N.1.00 ) double flanged (swing check type ) refelux valve having bye pass arrangement and size equal to dia of rising main i.e. 150mm capable of with standing nominal seat pressure of0.20 kg/cm2 as per IS : 5312-1984

Providing and fixing double flanged GMS /MS piping work layout to be approved by the Engineer-in-Charge for suction and delivery pipes suitable to pump(s) offered and common header as per the rising main respectively complete with all specials such as bends ,tees reducers/ increasers with companion flanges matching with the relevant specifications of the accessories as indicated in the drawing including rubber/asbestos gasket of minimum 3mm thickness as per IS 2712-1979 and required number of nuts and volts as per IS: 1364-1983. The pipes fitting and joints shall be as per relevant IS Code and to withstand 1.5 times total head stipulated under item No.49. Suction Pipe :- To be specified by the bidder. Delivery pipe :- To be specified by the bidder. Common Header:- 50mm diaof GMS Pipe .

Providing and laying copper PVC insulated armoured power cable (One cable carrying all the three phases) of suitable size and capacity to motors and all other electircal equipments as per IS:1554(P-I) 1988 or latest ith upto date ammendments of siemens/GLOSTER /IEC/ICC/EICO/NATIONAL/GRANDLAY make including all other accessories such as thinbles, flexible pipes,solders,nuts and bolts cable glands etc. laid in pipes or trenches under floor

(a) Motor side (From switch to starter , starter to motor)

(b) Supply side (From Meter of HPSEB to bus bar and switch)

Providing and laying double loop earthing with GI plate 600x600x3mm thick electrode complete with material such as charcoal, common salt ,GI pipes,thimbles,nuts & bolts,digging of pits,GI wiring & 25x5mm GI strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendments for above motors & other electrical equipment.

Supply of standard make 100mm dia circular dial pressure gauge of suitable range Fiebeg/Bourden/ Precision make with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 latest with up to date amendments.

Erection of pum;ping machinery alongwith allied accessories from item No. 60 to 69 complete in all respects.

VINAY KUMAR GOVT CONT

M/s.Pawan Kumar Sharma