Public Works Department Tender
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Costs
EMD
₹ 1,36,694Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_39799_1Bid Award Id
ViewTender No
DNIeT. No. 52/EE/DWS/DIVN/UDP/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. a) All work upto plinth livel i) 1:2:4 ( 1 Cement: 2 fine sand : 4 well burnt brick aggregate 40 mm nominal size)
0.42
3713
8797.9
ii) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded well burnt brick aggregate of 40 mm nominal size)
4.06
32779
8075.6
iii) 1 : 4 : 8 ( 1 cement : 4 fine sand : 8 graded well burnt brick aggregate of 40 mm nominal size)
3.06
23982
7844.8
Centering shuttering including struttings, proppingetc. and removal of form work for: i) Foundations, footings, bases for columns
10
2386
238.6
ii) Columns, piers, abutments, pillaras, posts and struts
6.5
2542
391
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work upto plinth level: i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size
2.02
19398
9607.7
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
1.08
9763
9039.5
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size
0.57
6121
10737.8
Centering shuttering including struttings, propping etc. and removal of form work for: i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
80
21512
268.9
(ii) Suspended floors, roofs, landings, balconies and access platform with timber planks
50
23215
464.3
iii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
160
50832
317.7
iv) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
15
6935
462.3
v) Weather shade, Chajjas, corbels etc., including edges.
10
4177
417.7
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth Level level i) Thermo-Mechanically Treated bars of gradeFe-500D or more
300
23460
78.2
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above Plinth level i) Thermo-Mechanically Treated bars of gradeFe-500D or more
230
17986
78.2
First class brick work in foundation and plinth including cost of all materials as required complete: i) In cement mortar 1:4 ( 1 cement : 4 fine sand )
9.27
82351
8888.4
First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )
2.03
20597
10136.49
Extra for brick work in triangular, square and rectangular pillars including cost of all materials as required complete.
1.63
681
419.1
Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:- i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )
17.68
21002
1187.9
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )
48.78
66492
1363.1
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. I ) Fixed to steel windows by welding.
81
9906
122.3
i) Using flats 30 x 6 mm for diagonal braces and central cross piece.
7.92
26839
3388.8
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. i) Hot finished welded type tubes
165
20279
122.9
Providing and fixing M.S. round holding down bolts withnuts and wahser plates complete as per standard design.
10
765
76.5
Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete. i) 40 mm thick
19.68
10358
526.4
i) 0.63 mm thick Zinc Coating not less 275 Gm/m2
34.2
29409
859.9
12 mm cement plaster of mix. i) In cement mortar 1:4 (1 cement : 4 fine sand)
100
17480
174.8
15 mm cement plaster on the rough side of single or half brick wall of mix In Cement mortar 1:4 ( 1 cement : 4 fine sand )
75
15255
203.4
Neat cement punning.
60
2706
45.1
Distempering with oil bound washabale distemper of approved brand and manufacture and of required shade on new work (two or more coats ), over and including a priming coat of cement primer to give an even shade complete. ( Payment shll bemade after submission of Test certificate issued by the manufacturer)
75
7178
95.7
Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work ( two or more coats applied @ 3.84 kg/10 sqm)
80
4920
61.5
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work
40
3312
82.8
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge. 'i) 100 amps
1
8390
8390.2
Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge. 'i) 50 HP/37 kw Relay range within 28-42 + 10%
1
37198
37197.6
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting (1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge.
1
7847
7847.4
Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge. i) 10 sqmm
5
888
177.6
ii) 16 sqmm
15
3840
256
Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
1
955
954.8
Providing and fitting fixing of moving iron type, Range 0-100/0-200 amps, 96 mm x 96 mm size AC Amps meter direct reading type (L & T/ AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
1
1671
1671.4
Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. i) 50-63 Amps
1
4298
4298.4
Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) (12 mm dia perforation),laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge. i) For 3-phase connection with 4.00 mtr. Long G.I. pipe
1
18492
18492
Providing and fitting fixing 3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge.
1
213
212.8
Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitor L & T make etc. complete as per specification and direction of the Engineer-in-charge. i) 5-15 kVAr 440 V
8
4582
572.7
Providing and fitting fixing single phasing preventor +selectable under voltage + selectable over voltage on delay 5 sec & off delay 15 sec phase asymmetry 10% L& T/BCH/HAVELS/Siemens etc. make complete as per specification and direction of the Engineer-in-charge.
1
1664
1664.2
Providing and fitting fixing supply monitoring device I,e single phase preventer including selectable under voltage and selectable over voltage with delay selectable off delay 15 sec and on delay 5 sec and phase asymmetry 10 % of L&T make type SM501 3 phase 3W Cat No. MG53BF IN ip METAL DOOR 2 WAY OF crca sheet steel enclosure of L&T make Cat No DBENC002 SD connection with necessary F.R PVC insulated single core unsheathed with multistrand bare copper conductor voltage grade 1.1 KV (11000 V) conforming to IS 694-1990 of L&T make as per direction of the Engineer-in-charge.
1
2610
2610
WATER SUPPLY Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
A. Class - 3 ( working pressure 6.0 kg / cm2) i) 40 mm OD
50
3640
72.8
ii) 50 mm OD
50
4625
92.5
iii) 90mm OD
50
11005
220.1
iv)110mm OD
50
15085
301.7
v)140mm OD
50
24755
495.1
Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 40 mm dia
3
402
134
ii) 50 mm dia
3
473
157.5
iii) 90 mm dia
3
738
246.1
iv) 110 mm dia
2
587
293.3
v) 140 mm dia
2
763
381.6
Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 40 mm OD
3
246
82
ii) 50 mm OD
3
260
86.8
iii) 90 mm dia
3
376
125.4
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 40 x 40 mm dia
3
579
192.9
ii) 50 x50 mm dia
3
651
217.1
iii) 90 x 90 mm dia
3
868
289.2
iv) 110 x 110 mm dia
2
950
475.1
v) 140 x 140 mm dia
2
1335
667.5
Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 50 x 40 mm dia
2
290
145
ii) 110 x 90 mm dia
2
529
264.5
iii) 140 x 110 mm dia
2
699
349.3
Providing, fixing and laying flanged fabricated UPVC tailpiecewith MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as er CPWD specification anddirection of the Engineer - in - charge. i) 90 mm dia
4
1253
313.2
ii) 110 mm dia
4
1682
420.6
iii) 140 mm dia
2
1135
567.4
Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge.
A. External work. i. 15 mm dia. nominal bore
30
5925
197.5
ii. 80 mm dia. nominal bore
30
24246
808.2
iii. 100 mm dia. nominal bore
300
348690
1162.3
iv. 125 mm dia. nominal bore
3000
3923100
1307.7
v. 150 mm dia. nominal bore
30
46014
1533.8
Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge. i) 100 mm nominal bore
1
5980
5980
ii) 125 mm nominal bore
2
14929
7464.7
iii) 150 mm nominal bore
1
8931
8930.5
Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge. i) 10 mm nominal bore
20
5926
296.3
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. i) 80 mm dia. A. PN - 1.0
2
6758
3379.2
ii) 100 mm dia. A. PN - 1.0
2
9294
4647.1
iii) 125 mm dia. A. PN - 1.0
2
11499
5749.5
ii) 150 mm dia. A. PN - 1.0
1
6976
6975.8
Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge. i Upto 300 mm dia.
0.25
45348
181392.2
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge. i) 100 mm dia
2
151
75.6
ii) 125 mm dia
3
239
79.5
iii) 150 mm dia
3
348
116
Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge. (i) 100 mm dia Ductile Iron Class K-7 pipes.
11
15589
1417.2
(ii) 150 mm dia Ductile Iron Class K-7 pipes.
66
130792
1981.7
Charges for cutting D.I. pipe with mechanical cutter as per CPWD specification and direction of the Engineer - in - charge. i) 100 mm dia
5
857
171.3
ii) 150 mm dia
10
3211
321.1
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia 150 mm long
10
544
54.4
ii) 15 mm dia 225 mm long
10
586
58.6
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge. (i) 40 mm dia with 15 mm dia opening
2
575
287.3
(ii) 50 mm dia with 15 mm dia opening
3
914
304.8
iii) 90 mm dia with 15 mm dia opening
5
1777
355.3
iv) 110 mm dia with 15 mm dia opening
5
2097
419.4
v) 140 mm dia with 15 mm dia opening
5
2343
468.5
Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately). i) 15 mm dia
200
8540
42.7
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge. A) For UPVC pipes in new work.
a. All kind of Soils
i) For pipes not exceeding 90 mm dia
352
22986
65.3
ii) For pipes exceeding 90mm dia but not exceeding 300mm dia.
101
8009
79.3
B) For GI/CI/DI pipes in new work.
a) All kind of Soils
i) For pipes exceeding 90mm dia but not exceeding 300mm dia.
78
7784
99.8
Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia
20
1804
90.2
ii) 80 mm dia.
2
3186
1593.1
iii) 100 mm dia.
2
3446
1723.2
iv) 125 mm dia.
15
27801
1853.4
v) 150 mm dia.
1
1987
1987.4
Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 100 x 100 x 100 mm dia
1
997
996.7
ii) 125 x 125 x 125 mm dia
1
1208
1207.8
iii) 150 x 150 x 150 mm dia
1
1033
1032.7
Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 40 x 40 x 15 mm dia
5
1071
214.2
ii) 100 x 100 x 80 mm dia
2
1847
923.7
iii) 125 x 125 x 100 mm dia
2
2118
1059
iv) 150 x 150 x 100 mm dia
2
2313
1156.4
Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i ) 100 x 80 mm dia
2
950
474.8
ii) 125 x 100 mm dia
2
1170
584.8
ii) 150 x 100 mm dia
2
1353
676.6
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia
20
1376
68.8
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia
20
1970
98.5
Providing & fabrication of column pipe including fitting fixing of G.I. flange by cutting the GI pipe ( conforming to IS : 1239 medium class ) into 3.05 mtr. long and welding the same with GI flange as per specification and direction of the Engineer-in-charge ( G.I. pipe will be provided by the agency at his own cost & risk). i) For 80 mm dia G.I. pipe with 10 mm thick GI flange
5
16084
3216.8
Providing and fitting fixing of pressure meter ( 0.0 - 14.0 Kg/ sqcm.) as per specification and as per specification and the direction of the Engineer - in-charge.
2
1543
771.4
Providing & fitting fixing of G.I. flange ( 10 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge. i) 150 mm dia
10
5501
550.1
ii) 125 mm dia
1000
466800
466.8
iii) 100 mm dia
100
39590
395.9
iv) 80 mm dia
10
3522
352.2
Making road crossing by horizontal boaring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. A. By manual means
50
23340
466.8
Providing and placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction of the Engineer-in-charge. i) 150 mm dia
6
8486
1414.3
Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge. (i) 15 mm dia PVC /plastic bib cock
20
1946
97.3
Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : '(i) With Second Class bricks
2
35805
17902.6
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil (1000 x 0.30 x 0.30 x 0.075)= 6.75 cum
6.75
1144
169.5
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:
i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
6.75
66637
9872.1
First class brick work in foundation and plinth including cost of all materials as required complete: i) In cement mortar 1:4 ( 1 cement : 4 fine sand )
35.2
312854
8888.4
12 mm cement plaster of mix. i) In cement mortar 1:4 ( 1 cement : 4 fine sand )
594.65
103945
174.8
Neat cement punning.
594.65
26819
45.1
Providing, fitting fixing and installation of 22.8 m3/hr, 25 HP/18.5 KW x 123 mtrs. Head water lubricated submersible pump of maximum 150-200 mm outer dia. With maximun 10(Ten) stages coupled with required water and non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50Hz, A.C supply and star delta method of starting along with 35 mtrs. x 2 x 3 x 10 sq.mm joint less PVC 3 (three) core double length flat cable (continuous length) of suitable size fitted with submersible motor, suction case, strainer, coupling key, vertical non- return valve cum discharge case including supplying of 10 Nos. suitable cable guard with clips and nuts & bolts, 2 (two) pair M.S. column clamps as per direction of Engineer-in-charge conforming to terms & conditions of the contract (Each pump with motor shall consists of stainless stell closed type impeller , C.I. bowl, C.I discharge case, pump shaft (styainless steel), bush (bronze), shaft sleeve (bronze/ chromium), sand guard, winding rotor, stator, counter thrust plate, thrust plate, thrust bearing segment etc. conforming to relevant BIS codes of made DUKE/KSB/WPIL/CRI).
1
151331
151331.03
Providing and fixing in position Precast RCC hydrant post of size 100 mm dia ( made with reinforced cement concrete 1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded well burnt brick aggregate 1st class 12 mm nominal size) and steel reinforcement ( TMT bars )3 nos 8 mm dia 950 mm long and 7 Nos 6 mm dia ties including plastering the surface with 6 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ) finished with a floating coat of neat cement including providing & embedding 15 mm dia G.I. pipe (medium class as per IS : 1239 ) with necessary GI fittings like 2 Nos elbow, 1 no socket, 2 nos nipple 225 mm long and fitting fixing of PVC bib cock with GI socket complete with all earth work required including refilling etc. complete as per approved drawing ( Drawing No-06/CE/ACE/P&DU/DWS/2022-23), specification and direction of Engineer-in-charge.
20
28360
1418
Providing and fixing in position Precast RCC platform of size 900 mm x 900 mm x100 mm with curb of size 75 x 75 mm keping an opening of 200 mm wide for surface drain of 60 cm length of size (200 mmx150 mm) in a suitable place for draining out of grey water (made with cement concrete 1:1.5:3 (1 cement: 1.5 sand: 3 graded well burnt brick aggregate 12 mm nominal size) and steel reinforcement(TMT bars ) 6 nos. 8 mm dia in both direction including plastering the exposed surface with 6 mm thick cement mortar 1:3 (1 cement :3 sand) for platform &12 mm cement plaster(1:4) (1 cement :4 sand) for surface drain finished with a floating coat of neat cement complete with all earth work required including refilling etc. complete as per approved drawing (Drawing No-06/CE/ACE/P&DU/DWS/2022-23), specification and direction of Engineer-in-charge.
20
45900
2295
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