Public Works Department Tender
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Costs
EMD
₹ 90,759Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Construction Of 15000 Gallon Capacity Semi-under Ground Reservoir At Bhobendra Para Attach To Innovative Scheme At Beha Kr. Para Under Deovelly Vc Under Kumarghat Rd Block Under Dws Sub- Division, Kumarghat
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CEDWS_53594_1Bid Award Id
ViewTender No
DNIeT No_127/EE/DWS/KD/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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. All kinds of soil
45.68
7368
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.
6.69
7875
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level: 4.1.6) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
6.69
68556
10249.1
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.19.4) Thermo-Mechanically Treated bars of grade Fe-500D or more
4142.9
430447
103.9
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.20.4) Thermo-Mechanically Treated bars of grade Fe-500D or more
67.51
7014
103.9
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. 5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
10.24
144134
14075.6
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. 5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
8.9
137970
15502.2
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. 5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
9.96
157178
15780.9
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
325
25253
77.7
First class brick work in foundation and plinth including cost of all materials as required complete. 6.1.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
0.13
1374
10567.5
Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:- 6.10.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
1.23
1614
1311.8
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete. 6.12.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
30.62
46956
1533.5
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 9.10.1) Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
26
3552
136.6
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. 9.5.2) Using flats 30x6mm for diagonal braces and central cross piece.
4.68
20996
4486.4
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.
30
4845
161.5
Centering shuttering including struttings, propping etc. and removal of form work for: a) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
82.2
40779
496.1
b) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
21.27
13304
625.5
c) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
45.86
22902
499.4
d) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
26.2
19113
729.5
e) Stairs (excluding landings) except spiral-staircases with wooden plank
2.07
1222
590.2
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. 9.12.1) Hot finished welded type tubes.
112.05
16382
146.2
Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
240
25728
107.2
Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
85.27
9346
109.6
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 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. 11.1.2) 0.63mm thick with zinc coating not less than 275gm/m2
17.22
20757
1205.4
Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete. i) 18 mm thick
316.12
143424
453.7
Providing and fixing precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry including rubbing and cleaning complete as per direction of the Engineer-in- Charge.
9
7506
834
12 mm cement plaster of mix. 12.1.2) Cement mortar 1:4 (1 cement : 4 fine sand)
202.22
45338
224.2
15 mm cement plaster on the rough side of single or half brick wall of mix: 12.2.2) Cement mortar 1:4 (1 cement : 4 fine sand)
202.22
52699
260.6
6 mm cement plaster of mix. 12.9.2) Cement mortar 1:4 (1 cement : 4 fine sand)
202.22
35631
176.2
Extra for plastering on circular work not exceeding 6 m in radius complete. 12.16.1) In one coat
202.22
5157
25.5
Neat cement punning.
256
14541
56.8
Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required. 9.16.3) G.I.pipes.
235.7
40776
173
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer]. 12.41.1) New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
76.74
12347
160.9
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]. 12.59.1) Two or more coats on new work
9.72
1039
106.9
Supply and installation of 2500 GPH submersible pump ith suitable motor considering with 78.00 mtr. head make of Duke upto the depth of 80 ft to 100 ft by 65/80/100/125 mm dia GI Pipe welded with GI fiange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required with main switch/ starter with motor in/c commissioning & total run as per direction of the Engineer-in-charge ( GI pipe will be paid separately)
1
68279
68279
Providing and fitting fixing with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge. (i) 6.0 sqmm
30
13389
446.3
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamariwood/ Plyboard Panel 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 erection of the same by7 1:1.5:3 concrete cement casting (1 feet x 1 fett x 2 feet) below the ground levell 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 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. (ii) 25 HP/18.5 kw Relay range within 13-21 + 10%
1
17527
17526.7
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) 32 amps
1
5266
5266
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) 16 sqmm
30
11844
394.8
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
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) 25-32 Amps
1
5299
5299.3
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 4.0 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 Single phaseing preventer + 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 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
1
749
749
Providing and fitting fixing Digital 3 Phase FASD controller (L&T /BCH/HAVELS/Siemens make or as per relevant IS specification) with suitable relay range 9-14A/11-18A/20-
32A/30-50A. With auto start switch and single phase preventer in built, LED indicator for motor off-on, amps meter, voltmeter with selector switch, controller having k- curve 3 pole MCB, i-protector to protect from dry run, under voltage fault, over voltage fault, phase reversal fault etc. complete with successful trial run as per specification and iv) For 30 HP submerssible motor
1
26106
26106.2
Fabrication of column pipe including providing & fitting fixing of G.I. flange by cutting the GI pipe into 3.05 mtrs. Size and welding the same with GI flange as per specification and direction of the Engineer-in-charge ( G.I. pipe will be issued by the Department at free of cost ). i) i. For 50 mm dia G.I. pipe with 10 mm thick GI flange
1
2756
2756.1
ii. For 65 mm dia G.I. pipe with 10 mm thick GI flange
1
3324
3323.7
iii. For 80 mm dia G.I. pipe with 10 mm thick GI flange
1
4045
4045.1
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
(ii) 100 mm nominal bore
1
7505
7504.9
Providing & fitting fixing of G.I. flange ( 8 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) 50 mm dia
1
284
284.4
ii) 65 mm dia
1
324
324.3
iii) 80 mm dia
1
382
382.1
iv) 100 mm dia
1
421
420.5
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 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. B) For G.I. / C.I. / D.I. pipes in new work a) In all kinds of soil ii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
650
141765
218.1
A) For UPVC pipes in new work a) In all kinds of soil i) For pipes not exceeding 90 mm dia
1530
134028
87.6
ii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
400
42560
106.4
Providing, fixing and laying rigid UPVC pipes conforming to IS 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. Class - 3 ( working pressure 6.0 kg / cm2) i) 40 mm OD
100
8980
89.8
ii) 50 mm OD
200
22560
112.8
iii) 90 mm OD
600
162840
271.4
iv) 110 mm OD
400
148840
372.1
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.
400
744440
1861.1
ii. 150 mm dia Ductile Iron Class K-7 pipes.
250
650500
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.
10
2278
227.8
ii) 150 mm dia.
10
3423
342.3
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 specification and direction of the Engineer - in - charge. i) 100 mm dia
55
5154
93.7
ii) 150 mm dia.
164
23698
144.5
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
i) 100 mm dia A. PN - 1.6
1
5561
5561.1
i) 125 mm dia A. PN - 1.6
1
6662
6662.1
i) 150 mm dia A. PN - 1.6
1
8239
8238.6
Providing and fixing DI special as per CPWD specification and direction of the Engineer-in-charge A. DI all socketted Bend 90 degress i. 150 mm dia
1
3495
3495
B. DI all socketted Bend 45 degress i. 150 mm dia
1
3419
3418.5
C. DI all socketted Bend 22.5 degress i. 150 mm dia
1
2601
2601.2
D. DI all socketted Bend 11.25 degress i. 150 mm dia
1
2658
2657.5
F. DI all socketted Tee i. 150 x 150 x 150 mm dia
1
5606
5605.6
ii. 150 x 150 x 100 mm dia
1
4326
4326.3
iii. 100 x 100 x 100 mm dia
1
2963
2963.3
G. DI Collar Flanged socketted i. 150 mm dia
1
3044
3043.8
H. DI Collar Socketted taper i. 100 x 80 mm dia
1
1597
1596.9
ii. 150 x 125/100 mm dia
1
2738
2738.3
I. DI Flanged socketted tailpiece i. 80 mm dia
1
1650
1649.7
ii. 100 mm dia
1
1861
1861.2
iii. 125 mm dia
1
2647
2646.7
iv. 150 mm dia
1
2617
2617
J. DI Flanged spigotted tailpiece i. 80 mm dia
1
1648
1648.3
ii. 100 mm dia
1
2049
2048.9
iii. 125 mm dia
1
2650
2649.6
iv. 150 mm dia
1
3593
3593.2
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
2
597
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 dia
2
192
96.1
ii. 50 mm dia
2
204
102
iii. 90 mm dia
2
297
148.7
iv. 110 mm dia
2
349
174.6
v. 140 mm dia
2
501
250.4
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. iii. 90 x 90 mm dia
2
704
352.2
iv. 110 x 100 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
4
688
172
ii. 110 x 90 mm dia
4
1284
321.1
iii. 140 x 110 mm dia
4
1707
426.8
Providing, fixing and laying flanged fabricated UPVC tailpiece conforming to IS : 10124 ( Part 6 ) with G.I. flange ( 8 mm thick ) 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) 110mm dia
4
2060
515.1
iii) 140 mm dia
4
2790
697.6
Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately ). (i)100 mm dia
1
10317
10317.3
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. 19.34.1) With Second Class bricks
2
40866
20432.9
Cutting of bituminous road (30cm avergae depth) making good the same in/c supply of extra quantities of average building materials and bitumen required. A. Brick (jhama) aggregate
50
9043
180.85
Providing and laying of flexible PVC pipe ( confirming 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
750
42975
57.3
ii) 20 mm dia
50
3295
65.9
iii) 25 mm dia
50
3735
74.7
iv) 32 mm dia
50
4165
83.3
Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. (i) 15 mm nominal bore
50
19135
382.7
Providing and fixing U.P.V.C. service saddle as per chapter 20 of 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 dia with 15 mm dia opening
10
3847
384.7
iii) 90 mm dia with 15 mm dia opening
10
4477
447.7
iv) 110 mm dia with 15 mm dia opening
10
5282
528.2
v) 140 mm dia with 15 mm dia opening
10
5897
589.7
Providing and fixing G.I. pipes medium class as per IS : 1239 with latest amendment complete with GI 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
1
254
254
ii) 20 mm dia. nominal bore
1
303
302.8
iii) 40 mm dia. nominal bore
1
549
549.1
iv) 65 mm dia. nominal bore
1
830
830
v) 80 mm dia. nominal bore
1
1022
1021.9
vi) 100 mm dia. nominal bore
1
1466
1466.4
vii) 150 mm dia. nominal bore
1
1932
1931.5
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer-in-charge i) 15 mm dia 75 mm long.
1
64
64.1
ii) 20 mm dia 75 mm long.
1
82
82
iii) 25 mm dia 150 mm long
1
97
97
Providing and fixing G.I. Union as per CPWD specification and direction of the Engineering-in-charge. i) 15 mm dia
1
131
131
ii) 20 mm dia
1
149
148.5
iii) 25 mm dia.
1
217
217
iv) 40 mm dia
1
387
387.1
Providing and fixing G.I bend / elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineering-in-charge. i) 15 mm dia
1
105
104.8
ii) 20 mm dia
1
130
129.6
iii) 25 mm dia
1
159
158.7
iv) 40 mm dia
1
343
343.4
v) 65 mm dia
1
1223
1223
vi) 80 mm dia
1
1987
1986.5
vii) 100 mm dia
1
2148
2147.8
viii) 150 mm dia
1
2475
2474.9
Providing and fixing G.I. sockets as per CPWD specification and direction of the Engineer-in-charge. i) 15 mm dia
1
77
76.6
iI) 20 mm dia
1
83
83
iii) 25 mm dia.
1
90
90.2
iv) 40 mm dia
1
123
123.4
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. 100 x 100 x 80 mm dia
1
1137
1136.6
ii. 150 x 150 x 80 mm dia
1
1425
1424.7
iii. 150 x 150 x 100 mm dia
1
1426
1426.1
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. 65 x 65 x 65 mm dia
1
657
656.6
ii. 80 x 80 x 80 mm dia
1
866
866
iii. 100 x 100 x 100 mm dia
1
1225
1225.1
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 x65 mm dia
1
405
404.5
ii. 100 x 80 mm dia
1
575
574.6
iii. 150 x 80 mm dia
1
827
826.6
iv. 150 x 100 mm dia
1
828
828.1
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
1
119
119.4
Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia
1
456
455.9
ii) 20 mm dia
1
609
609.2
iii) 25 mm dia
1
682
682.2
iv) 40 mm dia
1
885
885.3
Providing and fixing in position precast R.C.C. hydrant post of size 100 mm x 100 mm size and 1100 mm height made with reinforced cement concrete 1:2:4 (1 Cement : 2 fine sand: 4 graded stone aggregate 20 mm nominal size) and steel reinforcement (TMT bars) 8 mm dia long bars and 8 mm dia stirrups, 300 mm shall be kept below, embedding the same with 1100 mm x 1100 mm x 100 mm plain cement concrete 1:3:6 (1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size), 1000m x 1000mm x 100 mm reinforced cement concrete 1:2:4 (1 Cement: 2 fine sand: 4 graded stone aggregate 20 mm nominal size) steel steel reinforcement (TMT bars) 8 mm dia long bars including plastering the exposed surface with 12 mm thick cement mortar 1:4 (1 cement: 4 sand) finished with coat of neat cement and distempering the hydrant past with water proofing paint & lettering with japan paint & embedding 15 mm dia Gi pipe (medium class) 1300 mm long with necessary GI fittings like union 2 nos, bend 2 nos, socket 1 no. and fitting fixing PTMT bib cock of 15mm, 90 mm long, weighing not less than 93 gms by welding with Gl socket complete with all earth work required as per CPWD specification and direction of the Engineer-in-Charge.
50
315000
6299.99
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