Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Excavation
Eprocure
Opening Date18 Jun 2024
Closing Date8 Jul 2024
Tender Amount₹ 51,78,810
Costs
EMD
₹ 1,03,576Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEDWS_49647_1Bid Award Id
ViewTender No
45/SE/TJB/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
ii) From 200 mm dia pilot hole to 460mm bore hole
170.68
197750
1158.6
Washing of enlarged bore hole of 460 - 550 mm dia in any soil strata by deep drilling rig, disposal of excess soil or mud, including the cost for bentonite, water etc. as required to maintain the bore hole properly including lifting of drill pipes as per specification ( IS : 2800 (part-I)) and direction of the
Engineer - in - charge.
A) With contractors rig
213.36
29145
136.6
Providing and lowering of ERW pipe conforming to IS:3589- 2001 (with latest revision) with drilling rig including painting with anti-corrosive bitumastic paints, fixing of M.S. ring, welding of all joints etc. complete after washing of the bore hole as per specification ( IS : 2800 (part-I)) and direction of the Engineer - in - charge.
A) With contractors rig
-
-
-
a) 300 mm dia ERW Housing Pipe
36.6
272223
7437.8
b) 200 mm dia ERW Blind Pipe
140.2
541985
3865.8
c) 200 mm dia ERW Slotted Pipe
36.6
201168
5496.4
Providing and fixing of bail plug (made with 8 mm thick MS sheet)by welding with blind pipe including applying of anti-corrosive bituministic paint as per specification and direction of the Engineer-in-charge. A) With contractors rig i) For 200 mm Dia ERW pipes
1
1694
1693.5
Providing and fixing of reducing socket (made with 8 mm thick MS sheet)by welding with blind pipe including applying of anti-corrosive bituministic paint as per specification and direction of the Engineer-in-charge. A) With contractors rig
300x 200mm Dia
1
8203
8202.9
Providing and shrouding of the deep tube well assembly with washed pea gravels ( 2.0 - 4.75 mm effective size ) as per specification ( IS : 4097) using deep drilling rig and direction of the Engineer - in - charge. A) With contractors rig
i) With pea gravel obtained from Golaghat, Assam
30
416277
13875.9
Providing and fixing of housing clamp ( made with 12 mm thick MS sheet ) by welding with blind pipe including applying of anti-corrusive bitumastic paint as per specification ( IS : 2800 (part-I)) and direction of the Engineer - in - charge. A) With contractors High Power rig
300mm Dia
1
3856
3855.6
Washing and development of tube well by using Air Compressor and testing of the well as per specification & direction of the Engineer-in-Charge. With Cintractor's Air Compressor. Beyond 200 Mtr ii)Using air compreesor of 1100 CFM output
1
143480
143480.4
Providing and fixing of Well Cap(made with 8 mm thick MS sheet)by welding with blind pipe including applying of anti-corrosive bituministic paint as per specification and direction of the Engineer-in-charge. 300mm Dia
1
3836
3835.7
Charges for electro-logging for ground water exploration related to potable drinking water purpose borewell (200-550mm dia) using a microprocessor based digital multiprobe borewell logger and submission of acquired data in the shape of numerical as well as graphical and determination of lithologgy and static graphic co-relation of acquifer, effective porosity and permeability, location of water bearing and saturated water zone and its corresponding discharge and also guidance for setting up of tapping zone etc. complete as per direction of the Engg-in-charge ( All necessary equipments relating to electro-logging should have to be arranged by the agency )
BGL upto 250.00 mtr.
213.36
32857
154
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.
a) All Kinds of Soil
18.87
4370
231.6
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
A)All kinds of soil
12.52
2019
161.3
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
6.8
8006
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:
-
-
-
i) 1:2:4 ( 1 Cement: 2 fine sand : 4 well burnt brick aggregate 40 mm nominal size)
0.42
4286
10204.6
(ii) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
3.2
29746
9295.7
iii) 1 : 4 : 8 ( 1 cement : 4 fine sand : 8 graded well burnt brick aggregate of 40 mm nominal size)
1.2
10776
8980
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
i) Foundations, footings, bases for columns
15
4547
303.1
ii) Columns, piers, abutments, pillaras, posts and struts
6
2956
492.7
Providing and laying in position specified grade of reinforced cement concrete 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
1.85
20499
11080.4
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)
1.3
13600
10461.4
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
0.7
8814
12591.1
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
10
3339
333.9
ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
12
4692
391
iii) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
18
10260
570
iv) Weather shade, Chajjas, corbels etc., including edges.
18
9563
531.3
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
i) Thermo-Mechanically Treated bars of grade Fe-500D or more
280
29092
103.9
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 grade Fe-500D or more
210
21819
103.9
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 )
6.3
62025
9845.2
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
22820
11410.19
Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete.
2
1040
519.8
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 )
0.6
787
1311.8
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 )
51
78209
1533.5
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.
85
13728
161.5
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required:- i) Using flats 30x6mm for diagonal braces and central cross piece.
8
35891
4486.4
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
190
27778
146.2
Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design.
15
1559
103.9
Cement concrete flooring 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. all completeetc as per direction of Engineer-in-charge.
i) 40 mm thick with 20 mm nominal size stone aggregate
18
11358
631
Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required etc. complete as per direction of Engineer-in-charge.
i) 0.63 mm thick Zinc Coating not less 275 Gm/m2
33
39778
1205.4
12 mm cement plaster of mix i) In cement mortar 1:4 (1 cement : 4 fine sand)
55
12331
224.2
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 )
60
15636
260.6
6 mm cement plaster of mix :
Cement mortar 1:4 (1 cement : 4 fine sand)
20
3524
176.2
Neat cement punning.
25
1420
56.8
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 grams/ litre, of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
(i) New work ( two or more coats) over and including water thinnable priming coat with cement primer.
55
6644
120.8
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)
55
4307
78.3
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
55
5880
106.9
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
13
11626
894.3
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
10666
1777.7
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) 63 amps
1
6124
6123.6
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) 25 HP/18.5 kw Relay range within 13-21 + 10%
1
17527
17526.7
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
9372
9372.4
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 pecification and direction of the Engineer-in-charge.
i) 10 sqmm
20
5398
269.9
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-incharge.
1
1135
1135.3
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
1965
1964.8
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) 32-40 Amps
1
5287
5287.2
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
23656
23655.9
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
268
267.5
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
5992
749
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
2043
2043.2
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.
-
-
-
ii) 50 mm OD
200
22560
112.8
iii) 90mm OD
500
135700
271.4
iv)110mm OD
500
186050
372.1
v)140mm OD
900
551520
612.8
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
2
322
161
ii) 50 mm dia
2
380
190
iii) 90 mm dia
5
1494
298.7
iv) 110 mm dia
2
713
356.4
v) 140 mm dia
2
934
466.8
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
2
192
96.1
ii) 50 mm OD
2
204
102
iii) 90 mm dia
4
595
148.7
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
2
464
232
ii) 50 x50 mm dia
2
525
262.5
iii) 90 x 90 mm dia
3
1057
352.2
iv) 110 x 110 mm dia
2
1161
580.4
v) 140 x 140 mm dia
2
1636
818
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
344
172
ii) 110 x 90 mm dia
2
642
321.1
iii) 140 x 110 mm dia
2
854
426.8
Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 90 mm dia
4
1524
380.9
ii) 110 mm dia
4
2060
515.1
iii) 140 mm dia
6
4186
697.6
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
50
12700
254
Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge. i) 80 mm nominal bore
1
4201
4200.9
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) 15 mm nominal bore
150
57405
382.7
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 - 1.6
1
4320
4319.7
ii) 100 mm dia. A. PN - 1.6
1
5561
5561.1
iii) 125 mm dia. A. PN - 1.6
3
19986
6662.1
vi) 150 mm dia. A. PN - 1.6
3
24716
8238.6
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.
0.4
95429
238571.3
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
187
93.7
ii) 125 mm dia
2
196
98.2
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.
-
-
-
(ii) 100 mm dia Ductile Iron Class K-7 pipes.
11
20472
1861.1
(iv) 150 mm dia Ductile Iron Class K-7 pipes.
139
361678
2602
Charges for cutting D.I. pipe with Mechanical cutter as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 100 mm dia
2
456
227.8
ii) 125 mm dia
2
570
285
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
10
3627
362.7
(ii) 50 mm dia with 15 mm dia opening
20
7694
384.7
iii) 90 mm dia with 15 mm dia opening
50
22385
447.7
iv) 110 mm dia with 15 mm dia opening
40
21128
528.2
v) 140 mm dia with 15 mm dia opening
30
17691
589.7
Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately).
-
-
-
i) 15 mm dia
500
28650
57.3
ii) 25 mm dia
270
20169
74.7
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. All kind of Soils
-
-
-
A) For UPVC pipes in new work.
i) For pipes not exceeding 90 mm dia
1470
128772
87.6
A) For UPVC pipes in new work.
ii) For pipes exceeding 90mm dia but not exceeding 300mm dia.
1400
148960
106.4
B) For GI/CI/DI pipes in new work.
i) For pipes exceeding 90mm dia but not exceeding 300mm dia.
150
20070
133.8
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
10
1048
104.8
ii) 65 mm dia
1
1223
1223
iii) 80 mm dia
1
1987
1986.5
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) 80 x 65 mm dia
1
405
404.5
ii) 100 x 80 mm dia
1
575
574.6
Installation of submerssible pump with motor upto the depth of 100 ft by GI pipe ( conforming to IS : 1239 medium class ) with tailpiece as required welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-incharge (pump, motor with cable will be issued by the Department at free of cost but G.I. pipe of medium class for column assembly will be supplied by the agency at his cost).
i. 2500 GPH capacity with 50 / 65 mm dia G.I. pipe and 10 mm thick GI flange
1
39156
39155.8
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 Engineerin- charge ( G.I. pipe will be provided by the agency at his own cost & risk).
-
-
-
i) For 65 mm dia G.I. pipe with 10 mm thick GI flange
5
16619
3323.7
ii) For 80 mm dia G.I. pipe with 10 mm thick GI flange
10
40451
4045.1
Providing, fitting fixing and installation of 10,000 GPH x 76 mtrs. Head water lubricated submersible pump of maximum 150 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, AC supply and star delta method of starting along with 35 mtrs. x 2 x 3 x 4 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 madeDUKE/KSB/WPIL/CRI).
1
84709
84708.62
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.
1
878
878.2
Making road crossing by horizontal boring 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
30965
619.3
Constructing masonry Chamber 90 x 90 x 100 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
3
53708
17902.6
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
150
17910
119.4
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