Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date25 Sep 2023
Closing Date13 Oct 2023
Tender Amount₹ 71,30,472
Costs
EMD
₹ 1,42,609Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_42409_1Bid Award Id
ViewTender No
75/EE/DWS/DMN/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
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
20.88
3368
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.
4
4709
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 graded stone aggregate 20 mm nominal size)
3.54
40199
11355.7
ii)1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)
8.06
80283
9960.7
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 )
12.2
120111
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 ).
3.2
36513
11410.19
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 ).
200
306700
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.
30
26829
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)
3.18
38395
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- i) .1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
2.3
30603
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
i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
0.58
7879
13584.5
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
600
62340
103.9
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
2.4
801
333.9
ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
18.6
9289
499.4
iii) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
30.72
17510
570
iv) Weather shade, Chajjas, corbels etc., including edges
4.5
2391
531.3
12 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
147.96
33173
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 )
98.56
25685
260.6
6 mm cement plaster of mix :
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
33.32
5871
176.2
Neat cement punning.
57.26
3252
56.8
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. complete
i) 40 mm thick with 20 mm nominal size stone aggregate
50
31550
631
Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design
18.96
1970
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.
276
29587
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
i) Fixed to steel windows by welding.
100
16150
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
:-Using M.S. angels 40x40x6 mm for diagonal braces
9.84
46363
4711.7
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
330
48246
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
12
21332
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.
i) 0.63mm thick with zinc coating not less than 275gm/m2
53.9
64971
1205.4
Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.
i) Water thinnable cement primer
98.56
4741
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] :
i) 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)
122.68
19739
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 the Manufacturer] i) Two Coats
98.56
6367
64.6
Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 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 the Manufacturer]. i) Two Coats
76.84
8406
109.4
Pipe line
-
-
-
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.
-
-
-
For UPVC pipes in new work
a). In all kinds of soil
-
-
-
For pipes not exceeding 90 mm dia
6000
525600
87.6
For pipes exceeding 90 mm dia but not exceeding 300 mm dia
2000
212800
106.4
For G.I. / C.I. / D.I. pipes in new work ( a). In all kinds of soil
-
-
-
For pipes exceeding 90 mm dia but not exceeding 300 mm dia
84
11239
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)
-
-
-
40 mm OD
1000
89800
89.8
50 mm OD
1000
112800
112.8
90 mm OD
4000
1085600
271.4
110 mm OD
1000
372100
372.1
140 mm OD
1000
612800
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.
-
-
-
32 mm dia. nominal bore
150
71670
477.8
125 mm dia. nominal bore
60
98880
1648
150 mm dia. nominal bore
24
46356
1931.5
Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
-
-
-
125 mm nominal bore
2
18736
9367.8
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.
-
-
-
100 mm dia. A) PN - 1.6
4
22244
5561.1
150 mm dia. A) PN - 1.6
8
65909
8238.6
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.
-
-
-
110 mm dia
4
2210
552.6
160 mm dia
8
7550
943.7
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.
-
-
-
110 x 90 mm dia
10
3211
321.1
140 x 110 mm dia
10
4268
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.
-
-
-
90 mm dia
12
3584
298.7
110 mm dia
16
5702
356.4
140 mm dia
12
5602
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.
-
-
-
90 mm dia
12
1784
148.7
110 mm dia
12
2095
174.6
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.
-
-
-
90 x 90 mm dia
4
1409
352.2
110 x 110 mm dia
4
2322
580.4
140 x 140 mm dia
4
3272
818
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
120
74316
619.3
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
6
107416
17902.6
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).
-
-
-
15 mm dia
3000
171900
57.3
20mm dia
100
6590
65.9
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.
-
-
-
15 mm nominal bore
250
95675
382.7
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
90 mm dia with 15 mm dia opening
180
80586
447.7
110 mm dia with 15 mm dia opening
70
36974
528.2
140 mm dia with 15 mm dia opening
50
29485
589.7
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
250
26200
104.8
Providing and fixing G.I. socket as per CPWD specification anddirection of the Engineer - in - charge.
i.) 15 mm dia
500
39300
78.6
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
i.) 15 mm dia
250
32750
131
Providing and fixing G.I. Nipple of medium class as per chapter 20 of CPWD specification and direction of the Engineer - in - charge
iii) 15 mm dia 225 mm long
250
18650
74.6
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
250
29850
119.4
Providing & fitting fixing of G.I. flange ( 10 mm wall
thickness ) by welding with G.I. / MS pipe and placing
position as per specification and the direction of the Engineer
-
-
-
100 mm dia
24
11887
495.3
150 mm dia
8
5510
688.7
Providing and fixing in position Precast RCC hydrant post enraved with logo of JJM and other necessarry 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.
250
580750
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
250
528000
2112
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.
2
18745
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
60
23688
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%
2
55113
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-incharge.
i) 100 amps
2
20550
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
2
10526
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.
6
6812
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.
6
11789
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.
2
535
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
2
1498
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
2
47312
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 35.00 mtr 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).
ii) 5000 / 7500 GPH capacity with 80 mm dia G.I. pipe and 10 mm thick GI flange
2
209439
104719.7
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 100ft (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/Calama) (Pumpset, cable, GI column pipes with necessary fittings etc. will be supplied by the agency at his cost and for main switch / starter payment will be done separately).
ii) 10000 GPH capacity with 100 mm dia G.I. pipe and 10 mm thick GI flange
2
287454
143727
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