Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date14 Nov 2024
Closing Date3 Dec 2024
Tender Amount₹ 23,98,388
Costs
EMD
₹ 47,968Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Operation And Mtc. Of Wtp Within The Jurisdiction Of Dws Division Agartala-i, Agartala During The Year 2024-25
Description
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Contact
Tender Id
2024_Urban_54733_1Bid Award Id
ViewTender No
34/EE/DWS-I/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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B. For G.I. / C.I. / D.I. pipes in new worka. In all kinds of soil For pipes exceeding 90 mm dia but not
exceeding 300 mm dia
25
133
3345
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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.
-
-
-
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i). 100 mm dia Ductile Iron Class K-7 pipes.
5.5
1861
10236
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ii. 150 mm dia Ductile Iron Class K-7 pipes.
11
2602
28622
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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.
-
-
-
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v. 100 mm dia A.PN - 1.6
1
5561
5561
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v. 150 mm dia A.PN - 1.6
1
8238
8239
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v. 200 mm dia A.PN - 1.6
1
16789
16789
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v. 250 mm dia A.PN - 1.6
1
27918
27918
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Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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J. D.I. Flanged Socketted tail piece
-
-
-
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ii. 100 mm dia
1
1861
1861
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v. 150 mm dia
1
2617
2617
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v. 200 mm dia
1
4131
4131
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K. D.I. Flanged Spigotted tail piece
-
-
-
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ii. 100 mm dia
1
2048
2049
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v. 150 mm dia
1
3593
3593
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v. 200 mm dia
1
4493
4493
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Providing and fitting fixing of DI mechanical joint (J.P. coupling) in/c. rubber washer and nut bolts as per direction of the Engineer - in - charge.
-
-
-
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iv. 150 mm dia
5
3015
15078
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iv. 200 mm dia
2
3940
7881
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Charges for repairing of leakage in UPVC / HDPE pipe line with PVC coupler & solvent cement etc. including necessary earth excavation, 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. complete as per specification & direction of the Engineer-incharge.
-
-
-
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i) 90mm OD
35
558
19534
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i) 110mm OD
10
623
6232
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Removal of blockage after earth excavation from existing distribution pipe line of all diameter as well as washing by inserting cutter fitted to the 40/25mm dia UPVC coil pipe upto the length of 30.00m and both side by cutting of pipe at any depth including necessary dewatering when ever required and refilling the excavated soil properly complete as per direction of the Engineer-in-charge.(Bituminous road cutting, C.I. specials, PVC coupler laying of pipe line, lead joint will be paid separately but PVC coil 40/25mm dia will be supplied by the agency).
-
-
-
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(a) For D.I./C.I./G.I. pipe.
15
604
9060
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(b)For PVC/ HDPE pipe.
35
446
15610
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Providing, fixing and laying fabricated UPVC socket / coupler conforming to IS : 10124 ( Part 2 ) 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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i) 90mm dia.
25
212
5303
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ii) 110mm dia.
10
273
2733
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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.
2000
231
463200
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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 upto 50m and lift upto 1.5m. All kinds of soil.
1335
161
215336
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Supplying and filling in plinth, under floor, foundation 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.
150
1177
176595
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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.
35
619
21676
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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. i) 10 mm nominal bore.
160
358
57344
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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
-
-
-
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i. 15 mm dia
1000
57
57300
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iii. 25 mm dia
100
74
7470
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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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i) 40mm OD
25
89
2245
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vi) 90mm OD
50
271
13570
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vi) 110mm OD
20
372
7442
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Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) 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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v) 90 mm dia
4
380
1524
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vi) 110 mm dia
4
515
2060
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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.
-
-
-
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v) 90 mm dia
10
148
1487
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vi) 110 mm dia
4
174
698
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Providing and fixing G.I. Bend / elbow in the pipeline including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
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(i) 15mm dia.
100
104
10480
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(ii) 20mm dia.
5
129
648
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(iii) 25mm dia.
5
158
794
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Providing and fixing G.I. union as per CPWD specification direction of the Engineer-in-charge.
-
-
-
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(i) 15mm dia.
340
131
44540
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(ii) 25mm dia.
30
217
6510
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Providing and fixing G.I. socket as per CPWD specification direction of the Engineer-in-charge.
-
-
-
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(i) 15mm dia.
100
78
7860
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(iii) 25mm dia.
29
90
2616
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Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
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(i)15mm dia 75 mm long.
270
64
17307
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iii) 15mm dia. 150mm long.
275
68
18865
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vii. 25 mm dia 75 mm long
10
95
955
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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.
A. External work.
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-
-
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i. 15 mm dia. nominal bore
20
254
5080
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i. 25 mm dia. nominal bore
16
399
6392
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roviding 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
50
119
5970
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Demolishing of cement concrete manually /by mechanical means including disposal of material with all lifts and upto 50m lead etc.complete as per direction of the Engineer-in-charge:- i) Nominal concrete 1:3:6 or richer mix(in/c equivalent design mix)
40
1436
57440
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All works upto plinth level.
-
-
-
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i)1:2:4 (1 cement :2 fine sand : 4 graded well burnt brick agreegate 20mm nominal size).
40
10742
429704
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i)1:3:6 (1 cement :2 fine sand : 6 graded well burnt brick agreegate 20mm nominal size).
3
9938
29816
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Cutting bituminous road, jhama brick aggregate road /stone chips road etc. as per required depth and making good the same with existing materials(earth work in excavation to be paid separately) as per direction of the Engineer-in-charge.
1700
95
161500
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First class brick work in foundation and plinth
including cost of all materials as required complete:-
-
-
-
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In cement mortar 1:4 ( 1 cement : 4 fine sand ).
7.5
9845
73839
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Half brick masonary work with first class bricks in super structure up to floor five level including cost of all materials as required complete in cement mortor 1:4 ( 1 cement: 4 river sand)
20
1533
30670
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12 mm cement plaster of mix cement mortar 1:4 ( 1 cement : 4 fine sand ).
40
224
8968
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Neat cemebt Punning
20
56
1136
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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
100
103
10390
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Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
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) Foundation ,footing ,bases for cloumn etc,for mass concrete with timber plank
20
333
6678
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iii) Lintels,beams,plinth beams,girders,brassumers and cantilever withshuttering ply
20
499
9988
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iii)Suspended floors, roofs, landings, balconies and access platform with timber planks
20
577
11542
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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering ,finishing and reinforcement i) 1:2:4 ( 1 cement:2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
3
11080
33241
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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree 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 -1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
3
12591
37773
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Dismantling old plaster or pointing ,raking out joints,cleaning and prepairing the surface for replastering or re pointing including disposal of rubbish to the dumping ground with all leads and lifts etc complete as per direction of the Engineer in charge
40
30
1204
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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 etc. all complete as per direction of Engineer-in-charge. In dark shade using ordinary cement
30
834
25020
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