Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Eprocure
Opening Date13 Feb 2024
Closing Date5 Mar 2024
Tender Amount₹ 87,34,163
Costs
EMD
₹ 1,74,683Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHED_666985_3Bid Award Id
ViewTender No
WBPHED/EE/BHM/NIeT_49/23-24Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
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Documents
BOQ Items
From 90 Mtr. to 120 Mtr.
60
57834
963.9
From 120 Mtr. to 150 Mtr.
60
63600
1060
Development (Min. 8 Hr. continuous) of tube well by using suitable air compressor (Min. Capacity: 600 CFM & operating Pressure 14 Bar) followed by yield testing with BHT pump (Head :45 to 50mtr.,Discharge :1100 to 1000 LPM and 25 BHP engine) all complete including To & Fro Transportation cost and Cost of fuels, lubricants & Labour etc.
2
113816
56908
Water sample collection and chemical test including Arsenic Test.
2
4850
2425
Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239
(Part - I).
(A) PVC Pipes
a) 200 mm dia.
240
512160
2134
(B) Socket
a) 200 mm dia.
12
6276
523
Supplying at site, fitting, fixing of the following accessories corresponding to the dia. of blank/ slotted housing pipe as specified, details below including 2 coats of bituminous painting on all sides complete. a) M.S bottom cap plug with hook for sealing the bottom of well assembly.
(i) 200mm dia.
2
1040
520
b) Housing clamp of M.S plate 150mm. width of 20mm. thick with arms extended on both sides upto 0.30m. length on each sides with 2 drilled holes on both sides for insertion of total 4nos. M.S nuts & bolts of 75X20mm. size with M.S washer compl. i) 200 mm dia.
2
1930
965
Supplying, fitting and fixing G.I. cap at top
i) 200 mm
2
1126
563
Supply and delivery of M.S .Centre guide (Special Type).
12
11400
950
Supply and delivery of Bentonite Powder conforming to IS 6186 : 1986.
12
167556
13963
Supply and delivery of Washed gravels size ranging from 1.80 mm to 4.74 mm. conforming to IS 4097 : 1967.
12
45720
3810
Electro-logging charge.
2
31430
15715
Supplying, fibre glass reinforced Epoxy resin slotted of 1 mm slot width in 6.1m length of approved make and as per direction of the Engineer - in - Charge (As per PWD Schedule)
200 mm nominal dia., 6 mm wall thickness
60
193440
3224
Supply and delivery of UPVC cap.i)200dia.
2
1534
767
Supplying M S male /female adopter of approve make and brand fof couping of M S pipe and Fibre glass strainers as per direction of EIC. i) 200 mm dia
4
13704
3426
Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store.
N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the
rate of entire item
ii) No payment will be made without hydraulic test of the pipe line either
part or full
iii) The pipes, specials and valves , rubber gasket will be supplied deptt.free of cost.
D) 100mm dia.
44
3168
72
Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and
other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source).
A) For CI/DI pipe
D) 150mm dia.
44
184
4.2
Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source). A) For CI/DI pipe
D) 100mm dia.
44
41
0.94
Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipments tools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost)
C 100 mm dia
8
160
20
Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified]
i) 80 mm to 150 mm dia pipe
4
47216
11804
Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW rate).
100 mm dia.
8
1456
182
Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC.
b) 80 mm to 125 mm
12
1692
141
Bituminous pucca road (approx. 450mm depth) cutting by using gaiti, chisel, hammer etc. and picking uip the withdrawing excavated materials and remove the same within distance of 30mtr. at least all complete for fixing/crossing all dia of pipe line as per direction of EIC
4
4092
1023
Carriage of different type of departmental pipes from Divisional/Sub-divisional store to the work site by truck including loading, unloading, stacking etc. including cost of fuel, lubricant and also cost of driver, helper etc. and all other taxes and charges as applicable as per direction of EIC
f) Above 40 Km upto 50 Km
2
7508
3754
g) Above 50 Km (Extra cost per Km) Extra 50 Km(1nos Truck x 45 Km Each = 45Km)
90
5130
57
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.a) Pakur Variety
4
18753
4688.26
Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint etc. all complete as per direction of EIC.
100 mm dia
4
340
85
Supplying HDPE (Materials grade PE-100) pipes conforming to IS 4984-1995 with latest revision & amendments if any with necessary HDPE specials (excluding cost of CIDF valves) including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder,road sub-grade and aits flank but excluding moorum laterite or sand stone / hard rock cutting with chisel required including cutting road flank/ brick pavement etc. without damaging the exisiting telephone/electrical cable line etc.(in case of damage of any type of cable line by the agency at the time of execution necessary damage charge as applicable by the respective authority will have to be brone by the agency at his own cost)upto the depth (av.) so as to maintain 1.10m.earth cushion from top of the pipe upto G.L. including loading unloading carrying lowering laying fitting fixing carefully pipes, valves and specials with the all types of jointing materials in trenches maintaining proper levels and alignment jointing the pipes and specials by butt welding/ adopting suitable method (But weld jointing with help of hydraulic tack and trimming machines, Hitter etc. for reaching at necessary melting point of HDPE pipe so that joint can be monolithic) so as to facilitate the maintenance of pipe line locally as per conventional method in future.
(A) Pressure Rating : PN10
ii) Laying of pipe line including cost of pipe & fittings/specials but
excluding cost of valves
75 mm (OD)
2000
504000
252
90 mm (OD)
5000
1655000
331
110 mm (OD)
1250
567500
454
roviding FHTC from the existing CI/DI/UPVC/HDPE/GI/AC distribution pipeline installing 10 mm NB Gun-metal Ferrule conforming to IS2692:1989 with latest amendments of the said pipeline with supply fitting & fixing of all other accessories like saddle piece of required size to fit the existing distribution pipeline, specials, nut & bolts, rubber sheet, washers etc and supply & laying of l5mm NB PVC (Schedule80)/20mm OD HDPE {PE100, PN16)/20mm OD PPR-C {Ctass - SDR7.4/PN16} pipes upto required length with all necessary specials 1.0 metre below the ground connecting including cutting trenches in all sorts of soil and filling up trenches'as per direction of the Engineer-in-charge and upto a point just inside the premises of the household or as directed by EiC. Supply and installation of a l5mm dia. alloy iron Bib Cock (tested to 21 Kg/cm2) above 1.0 Mtr. frorn ground, an alloy stop cock of 15 with brass spindle (tested ta 21" Kg/cm2] to be fitted in a position as directed by EIC G.l pipe of TATA make {mediurn duly} of 2 metre length with all necessary continue from the end of the PVC/HDPE/PPR-C pipe and upto 1.0 m above ground within the premises of household. Note:
1. PVC pipe shall of schedule 80 (medium duty) conlorming to ASTMD -1785 and threaded to match with Gl Pipes as per IS : 1239 (Part - I). 2. PPR'C (Poly propylene Randam copolymer) pipe shofi be 3-layer confirming to IS:15801 UV stabilised & anti-microbial fusion welded, having thermal stabitity for hot & cold water supply including all PP-R plain & brass threoded polypropylene random/fittings.
3. Rate is exclusive of supply and delivery of 10mm NB gun-metal Ferrule. Supply & laying of 15 mm NB PVC (Schedule80)/20 mm OD HDPE (PE100, PN16)/20MM OD PPR-C (cLASS-SDR7.4/PN16) pipes
a) Upto 10 m length
470
880780
1874
b) Above 10m upto 20m length
205
624020
3044
PUMP HOUSE
Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding latarite and sand stone) but including removing spreading or stacking the spoils within in a lead of 75m. as directed and including trimming the of trenches, leveling dressing and rammingsides the bottom, bailing out water etc. as required complete. a)Depth of excavation not exceeding 1500 mm
22
2623
119.27
Single Brick flat soling of picked jhama bricks including ramming and dressing bed to proper level, and filling joints with powered earth or local sand.
50
13300
266
Ordinary Cement concrete (mix 1:2.:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety
5
23441
4688.26
Oridinary cement concrete (3:1.5:1) with graded stone chips (20 mm size) nominal size excluding shuttering and reinforcement , if any in ground floor as per relevant IS Code. (a)Pakur variety (Dist. - 125 KM)
19
100347
5281.46
Filling in foundation or plinth by silver in layer not exceeding 15 cm as directed and consolidating the same by through saturation with water ramming complete including the cost of supply of sand. 1) With Silver sand.
22
12596
572.55
Brick work with 1st class brick in C.M. a) In foundation and plinth (4:1)
6
26880
4480
b)In superstructure ground floor (6:1)
19
84246
4434
c)125mm th. Brick work (1:4)
10
5920
592
Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm. Including watering and ramming etc. layer by layer complete. A) With earth obtained from excavation of foundation.
18
1395
77.54
Hire and labour charges for shuttering with centering and necessary staging upto 4 mtr using approved about props and thick hard wood planks of approved thickness with required bracing for concrete slabs , beams,columns,lintels,curved or straight including fitting, fixing & striking out after completion of works(upto roof of ground floor) a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineering-in-charge.
130
42640
328
25 mm to 30 mm shuttering without staging in foundation
36
7380
205
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. , initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. a)For works in foundation basement upto roof of ground floor/upto 4 m . i)Tor Steel /Mild Steel II. Other than SAIL/TATA/RINL
1.5
132705
88470
25 mm thick Damp roof course with cement concrete with stone chips (3:1.5:1))(with graded stone aggregates 10 mm normal size)and painting the top surface with a coat of bitumen using 1.7 kg per sq m including heating the bitumen and cost and carriage of all materials complete.
6
1566
261
Artificial stone in floor, dado, staircase etc. with cement concrete (4:2:1) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (2:1) including smooth finishing and rouding off corners and including raking out joints or roughening of concrete surface and application of cement slurry before flooring works, using cement @ 1.75 kg/sq.m. all complete including all materials and labour. In ground floor 3 mm thick topping (high )polishing,grinding on this item is not permitted with ordinary cement). i) 35 mm thick.
24
7104
296
Neat cement punning about 1.5mm thick in wall, dado, window, ceiling, floor, drain etc.
50
1700
34
Plaster (to wall, floor, ceiling etc) with sand & cement mortar includg rounding off or chamfering corners as directed a ramming out joints or roughening of concrete surface by chamfering etc. including threading noising and drip course where necessary. (Ground Floor) i) With 6:1 cement mortar a) 20 mm thick to inside wall
130
19890
153
b) 15 mm thick plaster outside
160
21600
135
ii) 10 mm thick cement plaster(4:1)
40
4880
122
Supplying fitting, fiing Openable steel windows as per sizes with side hung shutters and horizotal glazing bars with/without fixed type ventilators. (The extra rate admissible for the openable portion only)
4.8
10555
2199
Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S/M.I.gate etc. with point welding at not more than 150 mm apart complete in all respect as per design including cost of all labour and materials.
4.8
6259
1304
M.S. or W.I. ornamental grill of approved design,joints continuously welded with M.S. WI flats and bats for winding,drilling etc.fitted & fixed with necessary screw and lugs in ground floor. (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
80
7910
98.88
Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (Plastered or concrete surface) as per manufacture's specification in ground floor. A) Two coats (on new cement plaster surface)
200
9800
49
Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer). a) 2 coats. Standard quality.
160
9920
62
b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
10
290
29
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc including using of a approved putty etc on the surface if necessary b) On steel or other metal surface (with other than hi gloss of approved quality). i) 2 coats (with any shade except white) (Hi gloss)
20
1580
79
Number of Plaque of buildings (Plaque size upto 225 mm x 225mm ) made of cement plaster(2:1)on face of wall of plinth , with 50 mm size letters P.H.E. and the number of the structure formed thereon (in sunk type)including painting the letters complete as per direction. (Cement = 1 Kg/No )
24
2544
106
Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials. Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470,Part I.Payment will be made separetly on the basis of actual height based on relevant I.S.Code.
(i) For 10 users
A) With Pakur variety. (SAIL/TATA/RINL)
2
63556
31778
Supplying, fitting & fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make supplied ,fitted fixed in position complete excluding P or S trap.(excluding cost of concrete for fitting) i) 530mm x 410 mm
2
3044
1522
Supplying, fitting & fixing UPVC pipes A-type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures et. If necessary and mending good damages including joining with jointing materials (Spun yarn, Valamoid / Bitumen / M-Seal etc) complete. (a) 75mm. dia.
12
2256
188
Supplying,fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground.(payment will be made on the centre line measurements of total pipe line including all specials.No separate payment will be made for accessories,specials,payment for painting will be made separately)
a)20 mm dia medium quality
15
3390
226
Supplying,fitting and fixing alloy iron with brass spindle bib cock/stop cock of approved brand and make, spray painted and tested to 21 kg per sq.cm. - 15 mm. dia.
3
507
169
Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia. (SAIL/TATA/RINL)
2
27810
13905
E/W in excavation of foundation trenches or drains in all sorts of soils (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75m as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1500mm.
a) Depth of excavation not exceeding 1.5m.
36
4293
119.27
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)
30
2326
77.54
Filling in foundation or plinth by fine sand in layers not exceeding 150mm as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand. (Payment to be made om measurement of finished quantity)
12
6870
572.55
Single Brick Flat Soling of picked jhama bricks including ramming and
dressing bed to proper level and filling joints with local sand.
58
15428
266
Ordinary cement concrete (1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. (Pakur Variety)
27
138455
5127.97
Hire & labour charges for shuttering for foundation concrete side shuttering for concrete floor ,roof , beam , lintels, column , slab etc. (f) 25 mm to 30 mm shuttering without staging in foundation
205
67240
328
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. , initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. a)For works in foundation basement upto roof of ground floor/upto 4 m . i)Tor Steel /Mild Steel II. Other than SAIL/TATA/RINL
2
176940
88470
125 mm thick brick work with 1st class bricks in cement mortar (1:4) in ground floor
150
88800
592
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar
(c) 15 mm thick plaster
505
68175
135
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m
90
3060
34
Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification. (3 coats)
460
22540
49
1st class brick work in cement motar (1:6). In foundation & plinth.
4.55
19305
4243
M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge.
4.8
36316
7566
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)( Ref ; PWD SOR 17 , P No 01, Item No 3 (iii) With carried earth arranged by the contractor within a radius exceeding 3.0 km. but not exceeding 5.0 km. including cost of carried earth.
200
79800
399
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. For Approach Road a) Pakur Variety
22
103141
4688.26
Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above at desired density and C.B.R. as per Specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification. For Approach Road
30
20850
695
Add GST @18% on sum of Item No. 1 to 45
1
1319138
1319138.58
Add Cess @1% on sum of Item No. 1 to 46
1
86476
86476.86
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