Public Works Department Tender
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Public Works Department - PWD Tender
Transportation and Logistics
Eprocure
Opening Date14 Nov 2024
Closing Date30 Nov 2024
Tender Amount₹ 23,17,678
Costs
EMD
₹ 46,354Document 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_54729_1Tender No
32/EE/DWS-I/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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
72
133
9634
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). 100 mm dia Ductile Iron Class K-7 pipes.
22
1861
40944
ii. 150 mm dia Ductile Iron Class K-7 pipes.
22
2602
57244
ii. 200 mm dia Ductile Iron Class K-7 pipes.
11
3348
36835
ii. 250 mm dia Ductile Iron Class K-7 pipes.
11
4406
48472
ii. 300 mm dia Ductile Iron Class K-7 pipes.
6
5548
33288
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.
-
-
-
v. 80 mm dia A.PN - 1.6
1
4319
4320
v. 100 mm dia A.PN - 1.6
1
5561
5561
v. 150 mm dia A.PN - 1.6
1
8238
8239
v. 200 mm dia A.PN - 1.6
1
16789
16789
v. 250 mm dia A.PN - 1.6
1
27918
27918
v. 300 mm dia A.PN - 1.6
1
34336
34337
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
J. D.I. Flanged Socketted tail piece
-
-
-
i. 80 mm dia
2
1649
3299
ii. 100 mm dia
2
1861
3722
v. 150 mm dia
2
2617
5234
v. 200 mm dia
1
4131
4131
vi. 250 mm dia
1
5988
5989
vii. 300 mm dia
1
8103
8103
K. D.I. Flanged Spigotted tail piece
-
-
-
i. 80 mm dia
2
1648
3297
ii. 100 mm dia
2
2048
4098
v. 150 mm dia
2
3593
7186
v. 200 mm dia
1
4493
4493
vi. 250 mm dia
1
7123
7124
vii. 300 mm dia
1
9155
9156
Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
iv. 100 mm nominal bore
1
7504
7505
iv. 150 mm nominal bore
1
11207
11208
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.
-
-
-
i) 150mm dia.
20
3015
60312
i) 200mm dia.
10
3940
39403
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.
-
-
-
i) 90mm OD
200
558
111620
i) 110mm OD
100
623
62320
i) 140mm OD
30
689
20673
i) 160mm OD
10
737
7373
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).
-
-
-
(a) For D.I./C.I./G.I. pipe.
30
604
18120
(b)For PVC/ HDPE pipe.
50
446
22300
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.
-
-
-
i) 90mm dia.
20
212
4242
ii) 110mm dia.
15
273
4100
iii) 140mm dia.
10
362
3628
iv) 160mm dia.
5
530
2654
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.
700
231
162120
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.
467
161
75327
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.
40
1177
47092
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
619
37158
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.
50
358
17920
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
-
-
-
i. 15 mm dia
800
57
45840
ii. 20 mm dia
30
65
1977
iii. 25 mm dia
300
74
22410
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) 40mm OD
300
89
26940
vi) 90mm OD
120
271
32568
vi) 110mm OD
60
372
22326
vii) 140mm OD
24
612
14707
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.
-
-
-
v) 90 mm dia
4
380
1524
vi) 110 mm dia
4
515
2060
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.
-
-
-
v) 90 mm dia
10
148
1487
vi) 110 mm dia
4
174
698
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.
-
-
-
(i) 15mm dia.
200
104
20960
(ii) 20mm dia.
5
129
648
(iii) 25mm dia.
5
158
794
(i) 40mm dia.
5
343
1717
Providing and fixing G.I. union as per CPWD specification direction of the Engineer-in-charge.
-
-
-
(i) 15mm dia.
150
131
19650
(ii) 20mm dia.
10
148
1485
(iii) 25mm dia.
6
217
1302
(i) 40mm dia.
5
387
1936
Providing and fixing G.I. socket as per CPWD specification direction of the Engineer-in-charge.
-
-
-
(i) 15mm dia.
100
78
7860
(ii) 20mm dia.
5
83
415
(iii) 25mm dia.
5
90
451
(i) 40mm dia.
5
133
668
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
(i)15mm dia 75 mm long.
40
64
2564
iii) 15mm dia. 150mm long.
40
68
2744
((ii) 20mm dia. 75mm long.
2
82
164
vii. 25 mm dia 75 mm long
2
95
191
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.
-
-
-
i. 15 mm dia. nominal bore
30
254
7620
i. 40 mm dia. nominal bore
20
549
10982
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
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)
50
1436
71800
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All works upto plinth level. i)1:2:4 (1 cement :2 fine sand : 4 graded well burnt brick agreegate 20mm nominal size).
50
10742
537130
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.
100
95
9500
Filling Pot-holes and Patch Repairs with open-Graded Premix surfacing, 20mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per MoRT&H technical specification Clause 3004.2
50
349
17490
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 ).
10
9845
98452
12 mm cement plaster of mix. Cement mortar 1:4 (1 cement : 4 fine sand)
120
224
26904
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
150
103
15585
Centering shuttering including struttings, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and access
platform with timber planks
10
577
5771
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)
2
12591
25182
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