Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date13 Jun 2024
Closing Date1 Jul 2024
Tender Amount₹ 55,75,803
Costs
EMD
₹ 1,11,516Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEDWS_49444_1Bid Award Id
ViewTender No
05/EE/DWS/DMN/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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
20
4632
231.6
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.
16
18837
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) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
16
169130
10570.6
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) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
17.5
246323
14075.6
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) 1:1:2 ( 1 Cement: 1fine sand : 2 graded stone aggregate 20 mm nominal size)
13.39
211243
15780.9
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-
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
13.55
210055
15502.2
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
Foundations, footings, bases for columns etc. for mass
concrete with steel formwork
8.16
3274
401.2
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
118.55
58813
496.1
Suspended floors, roofs, landings, balconies and access
platform with 12 mm thick shuttering ply
47.49
34644
729.5
Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
58.88
29405
499.4
5.19 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/ Cold twisted deformed steel bars
5500
571450
103.9
Half brick masonry work with first class bricks insuperstructure upto floor five level including cost of all materials as required complete:-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
42.45
65097
1533.5
6 mm cement plaster of mix :
Cement mortar 1 : 4 (1 cement : 4 fine sand)
323.84
57061
176.2
12 mm cement plaster of mix
Cement mortar 1 : 4 (1 cement : 4 fine sand)
42.45
9517
224.2
15 mm cement plaster on the rough side of single or
half brick wall of mix:
Cement mortar 1 : 4 (1 cement : 4 fine sand)
42.45
11062
260.6
Neat cement punning.
294.17
16709
56.8
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 M.S. angels 40x40x6 mm for diagonal braces.
5.55
26150
4711.7
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]:
12.47.1 Two or more coats on new work
13.45
1438
106.9
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.
a) Fixed to steel windows by welding
850
137275
161.5
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
200
21440
107.2
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
Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
43.25
4104
94.9
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture on old work ( one or more coats ) including preparation of surface as required complete as per direction of the Engineer in charge.
70.25
5697
81.1
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.
15
13415
894.3
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 specification and direction of the Engineer-in-charge.
i) 16 sqmm
30
11844
394.8
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) 35 HP/26 kw Relay range within 20-32 + 10%
1
27556
27556.4
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
10275
10274.8
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.
Iv) 63-80 Amps
1
5263
5263
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) as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
3
3406
1135.3
Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
3
5894
1964.8
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
1
749
749
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 & installation of 76.00 mtr head water lubricated submerssible pump with 3 Ph , 415 VAC motor with star delta connection along with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required upto the depth of 6.10 mtr (maximum) 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-in-charge (each pump with motor shall consist of stainless steel impeller conforming to relevant BIS code. pump make : Duke/KSB/WPIL/Texmo/CRI ) (Pumpset, cable, G.I. pipe of medium class for column assembly etc. will be supplied by the agency at his cost and for main switch / starter payment will be done separately).
i) 5000 GPH capacity with 80 mm dia G.I. pipe and 10 mm thick GI flange
1
66917
66917
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, iprotector to protect from dry run, under voltage fault, over voltage fault, phase reversal fault etc. complete with successful trial run as per specification and direction of the
i) For 10/12 HP submerssible motor
1
21684
21684.3
SH : SINKING OF SBDTW
-
-
-
Drilling and boring pilot hole in any soil strata by manual means, collection of soil samples of different strata met with during drilling at various suitable levels, preservation of samples in polythene bags / sample boxes and disposal of excess soil or mud, including the cost for water etc. as required to maintain the pilot hole properly as per specification and direction of the Engineer - in - charge.
i) 100 mm dia
400
190920
477.3
Reaming of pilot hole to an enlarged bore hole in any soil strata by manual means, disposal of excess soil or mud, including the cost for water etc. as required to maintain the bore hole properly as per specification and direction of the Engineer - in - charge.
i) from 100 mm dia pilot hole to 250 mm bore hole
400
181040
452.6
Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer - in - charge.
-
-
-
CM' Casing pipe
-
-
-
150 MM DIA
120
158184
1318.2
100 MM DIA
160
97216
607.6
'RS' pipe
100 mm dia
120
114132
951.1
Providing and fixing of UPVC end cap / well cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge.
-
-
-
100 mm dia
4
2242
560.4
150 mm dia
4
2356
589.1
Providing and fixing of UPVC reducer suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge. i) 150 x 100 mm dia
4
4330
1082.6
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) and direction of the Engineer - in - charge A) with contractor's rig
Ii) pea gravels obtained from Golaghat, Assam.
14
196763
14054.5
Providing and fixing of housing clamp ( made with 12 mm thick MS sheet ) along with well cap (made with 10 mm thick MS sheet ) with necessary arrangements for SBDTW as per specification and direction of the Engineer - in - charge.
iii) 150 mm dia
8
31276
3909.5
Washing and development of tube well by using hand pump or by any suitable method and testing of the well as per specification and direction of the Engineer - in - charge.
400
37640
94.1
SH : PUMPING ARRANGEMENT
-
-
-
Providing & lowering of submerssible pump of 45 Mtr head with suitable Single phase submerssible motor in/c additional 32 mtr. submersible 3 core coper flat cable (2.5mm2 size) along with 40mm GI pipe (medium class) both end welded with 8 mm thick G.I. flange (miximum length of each column pipe is 3 mtr and total 21 mtr long column assembly ) in/c fitting fixing of necessary rubber insertion, 900 G.I. single end flange bend, GI flange short piece, G.I. tailpiece and 100mmx 40 mm G.I. reduing socket, 100 mm dia C.I. non-return Valve etc. complete in respect as per direction of the Engineer-in-charge a) 2000 GPH capacity submersible pump with 3 HP submersible Motor
8
381928
47741
Supplying & fitting fixing of B13 (size;- width 450mm x length 1200mm x height 850 mm) fitted with 4 nos support of 75 mmx 75mm (6mm thick) M.S. angle for embedding in 1:2:4 cement concrete base (size 300 mm x 300mmx 600 mm) with proper locking arrangement and coated with anti corrosive paint (both inside and outside ) including necessary provisions for fitting fixing of single phase motor starter unit, main switch, energy meter etc. complete in all respect as per direction of the Engineer in Charge
4
40000
10000
Supplying & fitting fixing of single phase motor starter uni (with 2 pole contactor, overload relay, volt meter & amps meter), 32 amps main switch (220 volt ) of Havels/ BCH/L7T make in KIOSK in/c necessary electric wiring and G.I. pipe earthing etc. complete as per direction of the Engineer in Charge
i) For 3 Hp Submersible motor
4
25460
6365
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. 2.50 sqmm
140
29582
211.3
Trial run & commissioning of the scheme in all respect as per direction of the Engineer in Charge
4
4000
1000
SH (C) :- PIPELINE
-
-
-
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). In all kinds of soil
-
-
-
i). For pipes not exceeding 90 mm dia
3000
262800
87.6
ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
1100
117040
106.4
B. For G.I. / C.I. / D.I. pipes in new work
a). In all kinds of soil
i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
60
8028
133.8
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
700
62860
89.8
ii)50 mm OD
800
90240
112.8
iii) 90 mm OD
1500
407100
271.4
iv) 110 mm OD
600
223260
372.1
v) 140 mm OD
500
306400
612.8
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.
-
-
-
ii. 50 mm dia. nominal bore
24
18302
762.6
ii. 80 mm dia. nominal bore
24
24526
1021.9
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)50 mm dia A. PN - 1.0
2
7290
3645.1
ii) 80 mm dia. A. PN - 1.6
3
12959
4319.7
iii) 100 mm dia. A. PN - 1.6
2
11122
5561.1
iv) 150 mm dia. A. PN - 1.6
2
16477
8238.6
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.
a) 15 mm dia.
80
8384
104.8
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.
-
-
-
a) 40 x 40 x 40 mm dia.
5
1447
289.3
b) 50 x 50 x 50 mm dia.
5
2017
403.4
c) 80 x 80 x 80 mm dia
2
1732
866
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)110 x 90 mm dia
8
2569
321.1
II)140 x 110 mm dia
8
3414
426.8
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)90 mm dia
12
3584
298.7
II)110 mm dia
6
2138
356.4
III)140 mm dia
8
3734
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
8
769
96.1
II) 50mm dia
8
816
102
Cutting bitumenous road (30cm average depth) and making goood the same including supply of extra quality of agregate binding masterials & butimen required.
i) Jhama agregate
a) 50 x 40 mm dia.
120
26994
224.95
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.
a) 50 x 40 mm dia.
10
2315
231.5
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 15 mm dia
80
6288
78.6
i) 40 mm dia
80
10688
133.6
i) 50 mm dia
80
13480
168.5
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
i) 15 mm dia
80
10480
131
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.
B). by manual means
60
37158
619.3
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).
-
-
-
a) 15mm dia
1120
64176
57.3
b) 20mm dia
50
3295
65.9
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.
ii.15 mm nominal bore
80
28672
358.4
Constructing masonry Chamber 90 x 90 x 100 cm, inside with 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 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine 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 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge.A). With First class bricks
5
72440
14488
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
80
9552
119.4
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
8
3078
384.7
iii)90 mm dia with 15 mm dia opening
40
17908
447.7
iv) 110 mm dia with 15 mm dia opening
16
8451
528.2
v)140 mm dia with 15 mm dia opening
6
3538
589.7
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