Public Works Department Tender
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Costs
EMD
₹ 47,300Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Extension Remodelling Of Pipe Line Under Khowai Municipal Council Area During The Year 2025-26(gr-ii).
Description
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Contact
Tender Id
2025_CEDWS_60374_1Tender No
02/EE-KLP/PWD(DWS)/2025-26Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Labour for removal of deposited iron foregin materials etc. from existing PVC pipe line by chain led pully system attached with required dia of cutter etc. in/c necessary earth excavation dismantling cutting relaying and jointing of pipes by making PVC coupler and solvent cement and refilling of earth etc. complete as per direction of Engineer-in-charge (pin point for cutting og PVC pipe line will be as per direction of the Engineer-in-charge and as per actual site condition and necessary pipe for making coupler and solvent cement will be issued by the department at tree of cost.
-
-
-
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vi) 110 mm dia
5
515
2576
... More
B. D.I. all socketted Bend 45 degree
iv) 150 mm dia
2
3418
6837
... More
iv. 150 mm dia Ductile Iron Class K-7 pipes
50
2602
130100
... More
v) 200 mm dia
3
246
741
... More
vii. 250 mm dia
1
45946
45946
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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.
-
-
-
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vii) 200 mm dia
A. PN - 1.6
2
16789
33578
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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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D.I. Collar flanged socketted
150 mm dia
2
3043
6088
... More
vii) 140 x 140 mm dia
5
818
4090
... More
300 mm dia
2
8103
16206
... More
i) 15 mm dia
125
110
13800
... More
vi) 110 x 110 mm dia
10
580
5804
... More
B. by manual means
250
619
154825
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Providing and fixing CIDF Butterfly valve with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tappers etc if required will be paid separately )
-
-
-
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D.I. Double Socketted tapper
200 x 150 mm dia
2
4783
9567
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v) 90 mm OD
50
271
13570
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Labour for removal of deposited iron etc. from the existing CI/DI pipe line by chain led pully system attached with required dia of cutter etc. in/c necessary earth excavation of Engineer-in-charge (Pin point for cutting of CI/DI pipe line will be as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.
-
-
-
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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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1:3:6 (1 cement :3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
2
9295
18591
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vi) 110 mm dia
10
174
1746
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Thermo-Mechanically Treated bars of grade Fe-500D or more
500
103
51950
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i)200 mm dia to 125 mm dia
5
1220
6101
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i)150 mm dia to 90 mm dia
700
5
3598
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iv) 100 mm dia
A. PN - 1.6
4
5561
22244
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i) 15 mm dia
200
78
15720
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v) 90 mm dia
5
148
744
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250 x 250 x 150 mm dia
2
9712
19424
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vii) 300 mm dia
30
587
17616
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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.
-
-
-
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In cement mortar 1:4(1cement : 4 fine sand)
50
224
11210
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150 mm dia
4
2617
10468
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ii) 100 mm dia
50
455
22790
... More
vi) 140 x 110 mm dia
5
426
2134
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vii) 140 x 90 mm dia
10
395
3957
... More
vi) 250 mm dia
30
553
16593
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i) 15 mm dia
200
104
20960
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ix) 300 mm dia
A. PN - 1.6
2
34336
68673
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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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300 mm dia
2
9155
18312
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vii) 140 mm dia
3
697
2093
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D.I. all socketted tee
150 x 150 x 100 mm dia
5
4326
21632
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150 mm dia
4
3593
14373
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125 mm dia
2
2649
5299
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viii. 300 mm dia
1
51383
51383
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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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200 mm dia
3
4493
13481
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Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts all lifts in/c 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.
15
1177
17660
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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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200 x 200 x 150 mm dia
2
6676
13353
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B. For G.I. / C.I. / D.I. pipes in new work
a. In all kinds of soil
ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
50
133
6690
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ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
900
106
95760
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vii) 140 mm dia
5
250
1252
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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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Providing and fixing MS bolts in/c nuts and washers complete as per standard design
-
-
-
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i) 15 mm dia. nominal bore
500
254
127000
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iv) 150 mm dia
50
469
23490
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D.I. Flanged Socketted tail piece
100 mm dia
4
1861
7445
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Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. (The tail pieces, tapers etc if required will be paid separately).
-
-
-
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iii) 100 mm dia
3
420
1262
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iv) 80 mm dia
4
382
1528
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Fabrication of column pipe including providing & fitting fixing of G.I. flange by cutting the GI pipe into 3.05 mtrs. Size and welding the same with GI flange as per specification and direction of the Engineer-in-charge ( G.I. pipe will be issued by
the Department at free of cost ).
-
-
-
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v) 40 mm dia. nominal bore
5
549
2746
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200 mm dia
3
4131
12393
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Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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250 x 250 x 100 mm dia
2
7759
15520
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ii) 110 mm dia
150
360
54000
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i) 10 mm nominal bore
125
358
44800
... More
vi) 150 mm dia
A. PN - 1.6
4
8238
32954
... More
viii) 250 mm dia.
A. PN - 1.6
2
27918
55836
... More
200 mm dia
5
4569
22847
... More
vii) 140 mm OD
150
612
91920
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iv) 150 mm dia
3
185
556
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ii) 100 mm dia
3
98
296
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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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v) 125 mm dia
A. PN - 1.6
2
6662
13324
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i) 150 mm dia
12
588
7061
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B) 300 mm dia Tyton Collar
1
11794
11794
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12 mm cement plaster of mix
-
-
-
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Providing fitting fixing of Tyton specials such as tees, bends, collars, tapers & caps etc. as per direction of the Engineer-in-charge.
-
-
-
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i) 90 mm dia
7
212
1485
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iii) 80 mm dia
A. PN - 1.6
2
4319
8639
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C) 300 mm dia 900 Tyton Joint
2
16636
33272
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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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Charges for dismantling PVC / HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts 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. complete as per specification & direction of the Engineer-in-charge.
-
-
-
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Making providing and fitting of M.S tyton collar joint for CI/DI pipe with rubber Gusket (ISI marked ) fitted with necessary M.S flat nuts & bolts washer etc. and painting of M.S tyton collar with anti corrosive bituminustic black paint etc. complete as per direction of the Engineer-in-charge.
-
-
-
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i) 90 mm dia
100
336
33680
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i) 15 mm dia
150
131
19650
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vi) 250 mm dia
5
308
1543
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Providing & fitting fixing of MS flange ( 8 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.
-
-
-
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In cement mortar 1:4(1cement : 4 fine sand)
10
9845
98452
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Cutting water bound macadam road (25 cm avg. depth) in/c getting out the excavated road materials and refilling the same
-
-
-
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D.I. Flanged Spigotted tail piece
100 mm dia
4
2048
8196
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Upto 300 mm length
50
139
6975
... More
ii)125 mm dia to 80 mm dia
5
828
4142
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vii) 300 mm dia
5
370
1852
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First class brick work in foundation and plinth in/c cost of all materials as required complete :-
-
-
-
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v) 200 mm dia
30
513
15390
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Providing and layign in position cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level:
-
-
-
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All kinds of soil
50
231
11580
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ii) 125 mm dia
2
512
1025
... More
i)For pipes not exceeding 90 mm dia
50
87
4380
... More
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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vi) 110 mm OD
700
372
260470
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v) 90 mm dia
5
298
1494
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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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250 x 150 mm dia
2
6427
12855
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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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Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) Brick (Jhama) aggregate.
200
30
6000
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ii) 110 mm dia
150
273
40995
... More
viii. 300 mm dia
1
19999
19999
... More
Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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v) 90 x 90 mm dia
5
352
1761
... More
v) 90 mm dia
3
380
1143
... More
F) 150 mm dia Tyton Collar
3
5641
16923
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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. A. For UPVC pipes in new work
a. In all kinds of soil
-
-
-
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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.
-
-
-
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ii) 80 mm dia to 125 mm dia
400
8
3292
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v. For 125 mm dia G.I. pipe with 12 mm thick GI flange
5
1668
8341
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A) 250 mm dia Tyton collar
1
10284
10284
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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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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.
-
-
-
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Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
A. D.I. all socketted Bend 90 degree
-
-
-
... More
i) 125 mm dia to 200 mm dia
400
9
3908
... More
1:2:4(1cement : 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
5
11080
55402
... More
iii) 140 mm dia
125
394
49350
... More
D) 250 mm dia x 300 mm dia
1
11915
11915
... More
vii) 140 mm dia
5
466
2334
... More
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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iii) 140 mm dia
40
362
14512
... More
iv. For 100 mm dia G.I. pipe with 10 mm thick GI flange
5
1123
5619
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E) 200 mm dia Tyton Collar
3
6393
19179
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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
-
-
-
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