Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date27 Sep 2023
Closing Date18 Oct 2023
Tender Amount₹ 69,02,663
Costs
EMD
₹ 1,38,053Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_42478_1Bid Award Id
ViewTender No
29/EE/DWS/KCP/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Centering shuttering including struttings, propping etc. and removal of form work for: Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
128
72960
570
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- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
8.55
113765
13305.8
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
-
-
-
i). For pipes not exceeding 90 mm dia
450
45180
100.4
ii. For pipes exceeding 90 mm dia but not
exceeding 300 mm dia
400
53520
133.8
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. 80 mm dia Ductile Iron Class K-7 pipes.
600
1096560
1827.6
iii. 100mm dia Ductile Iron Class K-7 pipes.
600
1116660
1861.1
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. 100 mm dia
109.09
10222
93.7
ii. 80 mm dia
109.09
8913
81.7
Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
D.I. all socketted tee
100 x 100 x 100 mm dia
4
11853
2963.3
J) D.I. Flanged Socketted tail piece
100 mm dia
8
14890
1861.2
K) D.I. Flanged Spigotted tail piece
100 mm dia
8
16391
2048.9
A. D.I. all socketted Bend 90 degree
ii. 100 mm dia
8
17338
2167.3
B. D.I. all socketted Bend 45 degree
ii. 100 mm dia
6
12484
2080.7
Providing and fixing CI SLUICE valve with cap complete with bolts, nuts, rubber insertions etc (the tail piece if required will be paid separately) as per chapter 20 of CPWD specification and direction of engineer in charge
-
-
-
i. 80 mm dia. A. PN-1.6
11
47517
4319.7
ii. 100 mm dia. A. PN-1.6
8
44489
5561.1
Providing and fixing C.I double action air valve of approved quality with nuts, bolts, rubber insertion complete etc. as per chapter 20 of CPWD specification and direction of engineer in charge(the tailpiece, tapper etc. if required will be paid separately.
i) 100 mm dia.
2
20635
10317.3
Providing and fixing C.I non-return valve of approved quality as per chapter 20 of CPWD Specification and direction of the Engineer-in-charge.
i) 100 mm nominal bore
2
15010
7504.9
Providing and fixing G.I union as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
i) 15 mm Nominal bore
67
8777
131
ii) 25 mm dia
10
2170
217
iii) 32 mm dia
10
3871
387.1
iv) 40 mm dia
15
5807
387.1
v) 50 mm dia
15
7358
490.5
vi) 65 mm dia
10
8165
816.5
Providing and fixing G.I socket as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
i) 25 mm dia
50
4510
90.2
ii) 32 mm dia
60
91404
1523.4
iii) 40 mm dia
60
8016
133.6
iv) 50 mm dia
60
10110
168.5
v) 65 mm dia
60
12798
213.3
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) 25 mm dia
5
794
158.7
ii) 32 mm dia
10
2345
234.5
iii) 40 mm dia
10
3434
343.4
iv) 50 mm dia
10
4949
494.9
v)
8
9784
1223
Providing and fitting fixing of G.I flange (10 mm wall thickness) by welding with G.I/MS pipe and placing position as per specification and direction of the E-I-C
-
-
-
i) 50 mm dia
20
6646
332.3
ii) 65 mm dia
20
7712
385.6
iii) 80 mm dia
150
66060
440.4
Providing and fixing of brass ferrule with C.I cover conforming t o IS 2692 in/c boring and tapping the main as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
a) 15 mm nominal bore.
67
25641
382.7
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 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 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
8
163463
20432.9
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.
External work.
-
-
-
i) 80 mm dia nominal bore
700
715330
1021.9
ii) 65 mm dia. nominal bore
200
166000
830
iii) 50 mm dia. nominal bore
500
326950
653.9
iv) 40 mm dia. nominal bore
400
219640
549.1
v) 32 mm dia. nominal bore
250
119450
477.8
vi) 25 mm dia. nominal bore
200
79900
399.5
Providing and laying of flexible PVC pipe(conforming to IS:7634) complete as per specification and direction of the E-I-C.( cost of earth work will be paid seperately).
-
-
-
i) 15 mm dia
5000
286500
57.3
ii) 25 mm dia
1000
74700
74.7
Providing and fixing in position Precast RCC hydrant post enraved with logo of JJM and other necessary details of size 150 x 150 mm at the bottom & 150 x 150 mm at the top and 1500 mm Long ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 stone aggregate of 10 mm nominal size) and steel reinforcement ( TMT bars ) 8 mm dia 1200 mm long 4 nos and 8 mm dia stirrup 11 Nos ), 300 mm shall be kept below ground level , embedding the same with in 500 x 500 x 500 mm cement concrete 1 : 5 : 10 ( 1 cement : 5 sand : 10 Stone aggregate of 40 mm nominal size ) as per approved drawing, including plastering the exposed surface with 6 mm thick cement mortar 1 : 4 (1 cement: 4 sand ) finished with a floating coat of neat cement) including providing & embedding 15 mm dia G.I. pipe (medium class) 1250 mm long with necessary GI fittings like elbow 2 Nos, socket 1 no, nipple 300 mm long 1 no, union 1 no etc. and fitting fixing of CI long handle bib cock by welding with GI socket complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge.
67
155641
2323
Providing and fixing in position Precast RCC platform of size 750 x 750 mm x 75 mm with curb of size 60 x 50 mm keeping an opening of 100 mm long in a suitable place for draining out of water ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 Stone aggregate 20 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 : 4 ( 1 cement: 4 sand ) finished with a floating coat of neat cement ) complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge.
67
141504
2112
SH: CWR Pump House, Electrical and Mechanical works
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
-All kinds of soil
90
16191
179.9
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
31.32
7254
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. -All kinds of soil
10.44
1684
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.
6.4
7537
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:
-
-
-
1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
1.77
20134
11355.7
1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
5.31
56119
10570.6
First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand )
4.65
45780
9845.2
First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- In cement mortar 1:4 (1 cement : 4 fine sand ).
5.08
57964
11410.19
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).
52.77
80915
1533.5
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.
24.27
21705
894.3
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:
5.1.2) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
7.56
91218
12073.8
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- 5.2.2.2) .1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
7.4
98463
13305.8
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-
5.3.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
1.54
20947
13584.5
A) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
1057.7
109895
103.9
B)Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
1073.04
111489
103.9
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
a) Foundations, footings, bases for columns etc. for mass concrete with timber plank
5.4
1803
333.9
b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
12.1
4731
391
c) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
28.16
16051
570
d) Weather shade, Chajjas, corbels etc., including edges
2.25
1195
531.3
12 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
73.98
16586
224.2
15 mm cement plaster on the rough side of single or half brick wall of mix:
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
49.28
12842
260.6
6 mm cement plaster of mix :
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
16.66
2935
176.2
Neat cement punning.
28.63
1626
56.8
Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. all complete as per direction of Engineer-in-charge. i) 40 mm thick with 20 mm stone aggregate
14.63
8987
614.3
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.
10.13.1) 18 mm thick
14.6
6624
453.7
Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design.
9.48
985
103.9
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 fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.
Fixed to steel windows by welding.
200
32300
161.5
Providing and fixing in position 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide sufficiently long at the top and bottom respectively, channels & with bolts, nuts, rivets, locking arrangement, stoppers, handles, hold fast 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.
4.92
27638
5617.5
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
165
24123
146.2
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
6.3
11200
1777.7
Supply & installation of pre-painted Galvalume sheets for roofing/cladding (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) in 550mpa steel grade, made out of Cold Rolled Steel coated with Zinc-Aluminium alloy coating of 43.5% Zn,55% Al and 1.5% Silicon confirming to ASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70,colour coated with high quality Polyester coating, topcoated of modified polyester of 20 micron, back sidecoat of 5 micron, having epoxy primer coat of 5 micronon both side. Sheet should have protective guard filmof 25 microns minimum to avoid scratches whiletransportation and should be supplied in singlelength upto 12 metre or as desired by Engineer-incharge.
The sheet shall be fixed using self drilling
/self tapping screws of size (5.5x 55mm) with EPDM
washers filled with white lead complete upto any
pitch in horizontal/ vertical or curved surfaces
excluding the cost of purlins, rafters and trusses andincluding cutting to size and shape wherever required and as per direction of Engineer-in-charge.
11.22.3 0.50mm thickness
26.95
25311
939.2
Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete. Water thinnable cement primer
49.28
2370
48.1
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] : 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)
61.34
9870
160.9
Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. [Payment shall be made after submission of Test Certificate issued by theManufacturer] Two Coats
49.28
3183
64.6
Painting with silicon and acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:
Two coats
38.42
4614
120.1
12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand ) in single layer :
12.16.3) Raised Band
8
44
5.5
Lettering with black Japan paint of approved brand and
manufacture [Payment shall be made after submission of
Test Certificate issued by the Manufacturer].
1000
3600
3.6
SH: ELECTRICAL AND MECHANICAL WORKS
-
-
-
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.
i. 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) 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.
2
2271
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.
2
3930
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.
ii) for 3-phase connection with 4.00 mtr. Long G.I. pipe
1
23656
23655.9
Providing and installation of KDS Three phase Monobloc pump sets (SYNC. SPEED-3000 rpm) 10HP motor with 72mtr head (4LPS) (pump model-KDT1078+, CODE: 12031000210, size(suc x Del): 65x50mm ) including carring loading, un-loading etc. at the site of work including trial run complete in all respect as per direction of the E-I-C.
2
215388
107694
Providing and fitting fixing PVC suction hose pipes of wall
thickness 6 mm. as per relevant IS specification and direction of Engineer-in-charge.
-
-
-
i) 80 mm dia
50
21230
424.6
ii) 100 mm dia
50
26090
521.8
Providing and fitting fixing MS Foot valve as per relevant IS
specification and the direction of the Engineer-in-charge.
-
-
-
i) 80 mm dia
1
2671
2670.8
ii) 100 mm dia
1
2835
2834.9
Providing and fitting fixing of brass fullway valve with handle
in the GI pipe line including cutting, threading etc. complete
as per CPWD specification and direction of the Engineer - in -charge.
-
-
-
Providing and fitting fixing of brass fullway valve with handle
in the GI pipe line including cutting, threading etc. complete
as per CPWD specification and direction of the Engineer - in -charge.
50 mm dia
1
1107
1107.3
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.
External work.
50 mm dia. nominal bore
24
15694
653.9
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