Public Works Department Tender
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Costs
EMD
₹ 1,34,543Document Cost
₹ 4,000Tender Fee
Refer Documents
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
2023_CEDWS_43908_1Bid Award Id
ViewTender No
125/EE/PWD(DWS)/AMB/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
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i)15 mm dia
60
4716
78.6
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i)15 mm dia. nominal bore
180
45720
254
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iii)40 mm dia
24
8242
343.4
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iii)40 mm dia
24
9290
387.1
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100 mm dia
1098
622566
567
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a) 63mm dia
24
2664
111
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ii)25 mm dia
24
3809
158.7
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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.
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-
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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.
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-
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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.
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-
-
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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.
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-
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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).
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-
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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.
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-
-
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i) 63 mm dia
24
5052
210.5
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iii)25mm dia
12
4104
342
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2) UPVC 'RS' pipes
ii) 100 mm dia
366
352385
962.8
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iv)65x40mm dia
12
3565
297.1
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Neat cement punning.
120
6816
56.8
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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
144
89179
619.3
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i) 63 mm OD
1800
253080
140.6
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ii)25 mm dia. nominal bore
360
143820
399.5
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iii) 100 mm dia
292.8
281205
960.4
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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
7064
1177.3
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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.
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-
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Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia 150 mm long
60
4116
68.6
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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.
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-
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i)15x15x15 mm dia
12
1476
123
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ii)25 mm dia
24
5208
217
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
Thermo-Mechanically Treated bars/ Cold twisted
deformed steel bars
720
74808
103.9
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i)15mm Dia
600
34380
57.3
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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.
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-
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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.
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-
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ii)25x25x25 mm dia
12
2555
212.9
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ii)25 mm dia
24
2165
90.2
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Providing, fixing and laying fabricated UPVC end cap confirming to IS:10124 (part-4) with solvent cement confirming to IS:14182 in/c testing of joints complete as per chapter-20 of CPWD specification and direction of the Engineering-in-charge.
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-
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ii)40x15mm dia
12
2030
169.2
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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.
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-
-
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Washing & development of Tube Well by using hand pump or by any suitable method & testing of the well as per specification & direction of the Engineer in charge
1024.8
96434
94.1
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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.
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-
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Centering shuttering including struttings, propping etc. and removal of form work for Foundations, footings, bases for columns etc. for mass concrete with timber plank
120
40068
333.9
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i)150 x 100 mm dia
12
12991
1082.6
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i)10 mm dia
36
12902
358.4
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iii)40 mm dia. nominal bore
504
276746
549.1
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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.
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-
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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. 1) UPVC 'CM' casing pipes
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-
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A. with contractor's high power rig
with pea gravels obtained from Durgapur, West Bengal.
42
653965
15570.6
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i)15 mm dia
120
12576
104.8
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For UPVC pipes in new work
a)In all kinds of soil
i)For pipes not exceeding 90 mm dia
3000
262800
87.6
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from 100 mm dia pilot hole to 250 mm bore hole
1024.8
551240
537.9
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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)
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-
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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.
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-
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Providing and fixing PTMT bib cock of approved
quality and colour.. i)2 15 mm nominal bore, 122 mm long, weighing not less
than 99 gms.
60
9144
152.4
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Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-
In cement mortar 1:4 ( 1 cement : 4 fine sand ).
120
157416
1311.8
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ii)40mm dia
24
11290
470.4
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i)40X25mm dia
12
2065
172.1
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Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
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-
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Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
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-
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i)15 mm dia
24
3144
131
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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
60
13896
231.6
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ii)150 mm dia
366
484584
1324
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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.2.50 sqmm
360
49500
137.5
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12 mm cement plaster of mix
In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
300
67260
224.2
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Supplying and installation of water lubricated subermissible pump of Duke make(Model No. DSP4RFH05) having capacity 2000 GPH at total head of 45 mtr. Coupled with submerssible motor suitable for 240 volts (+10% verification) single phase 50 HP. AC suppluy DOL starting method to run at 2880 RPM along with 35 mtr. 2.5sqm, PVC insulated 3 core flat cable conforming to IS code and cable in/c fitting , fixing and lowering 40 mm dia GI pipe upto 100 ft.(30 mtr) etc. complete as per direction of the Engineer-in-charge (required 40 mm dia GI pipe will be supplied by the Dept. at free of cost)
12
372575
31047.9
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Providing & fitting fixing of different capacity 230 volt, single phase submersible pump starter BCH/L&T,AB make as per specification & direction of the Engineer-in-charge.i) 2 HP
12
61644
5137
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iii)25x15mm dia
12
1493
124.4
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Providing and fixing 1st class quality ceramic glazed wall tiles conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-incharge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade etc. all complete as per direction of the Engineer in-charge.
i. 450 mm X 300 mm in all shades and design
180
167022
927.9
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i)150 mm dia
12
46914
3909.5
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Providing and placing on terrace (at ll floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
24000
290400
12.1
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iv) 15mm dia
36
7740
215
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i) 63x63 mm dia
24
7003
291.8
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ii)25mm Dia
600
44820
74.7
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i) 100 mm dia
12
6725
560.4
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Supplying & fitting fixing of panel box of M.S. sheet with locking arrangement comprise with starter , main Switch, busber Volt Meter selector switch etc. inside the box in/c. service connection within 50.00 mtr. length from LT line with roof for rain water protection and 4(four) nos. stand by c.c. work in all respect as per direction of the Engineer in Charge (excluding the cost of starter and main switch).
12
54000
4500
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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
1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
60
664824
11080.4
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i)63mm dia
24
14659
610.8
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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.
32 Amps
12
63192
5266
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iii)40X40X40 mm dia
12
3472
289.3
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iii)40 mm dia
24
3206
133.6
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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.
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-
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Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
65 mm nominal bore
12
46962
3913.5
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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 ).
12
118142
9845.2
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