Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date28 Apr 2025
Closing Date20 May 2025
Tender Amount₹ 13,14,403
Costs
EMD
₹ 26,288Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Jjm Works, At Kali Chowmohani Dtw Scheme Of Purba Barjala Gp Under Jirania Rd Block Under The Jirania Dws Sd, Jirania, West Tripura / S.h Extension Of Di Pvc Pipe Line, Providing Domestic Connection And Other Allied Works
Description
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Contact
Tender Id
2025_CEDWS_60718_1Tender No
33/DNIeT/EE/DWS/JRN/2025-26Tender 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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a) All kinds of soil
6.9
161
1113
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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.
2.5
1177
2943
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. a) All work upto plinth livel
-
-
-
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ii) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded well burnt brick aggregate of 40 mm nominal size)
2.1
9295
19521
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iii) 1 : 4 : 8 ( 1 cement : 4 fine sand : 8 graded well burnt brick aggregate of 40 mm nominal size)
1.2
8980
10776
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Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
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i) Foundations, footings, bases for columns
8
303
2425
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ii) Columns, piers, abutments, pillaras, posts and struts
15
492
7391
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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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ii) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
0.8
11693
9355
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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-
-
-
-
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ii) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
1.08
12925
13960
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
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i) Thermo-Mechanically Treated bars of grade Fe-500D or more
350
103
36365
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First class brick work in foundation and plinth including cost of all materials as required complete:
-
-
-
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i) In cement mortar 1:4 ( 1 cement : 4 fine sand )
4
9845
39381
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Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-
-
-
-
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i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )
8
1311
10494
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12 mm cement plaster of mix.
-
-
-
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ii) In cement mortar 1:4 (1 cement : 4 fine sand)
40
224
8968
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15 mm cement plaster on the rough side of single or half brick wall of mix
-
-
-
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In Cement mortar 1:4 ( 1 cement : 4 fine sand )
25
260
6515
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Neat cement punning.
40
56
2272
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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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i) 40 mm OD
210
89
18858
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iii) 90 mm OD
900
271
244260
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iv)110 mm OD
660
372
245586
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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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i) 40 mm dia
2
161
322
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ii) 50 mm dia
2
190
380
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iii) 90 mm dia
10
298
2987
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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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i) 40 mm OD
3
96
288
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ii) 50 mm OD
2
102
204
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iii) 90 mm OD
4
148
595
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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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i) 40 x40 mm dia
2
232
464
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ii) 50 x50 mm dia
2
262
525
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iii) 90 x 90 mm dia
9
352
3170
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iv) 110 x 110 mm dia
3
580
1741
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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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i) 50 x 40 mm dia
2
172
344
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ii) 110 x 90 mm dia
9
321
2890
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Providing, fixing and laying flanged fabricated UPVC tailpiecewith MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as er CPWD specification anddirection of the Engineer - in - charge
-
-
-
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i) 90 mm dia
4
380
1524
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ii) 110 mm dia
4
515
2060
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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
52
254
13208
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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.
-
-
-
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i) 80 mm nominal bore
1
4200
4201
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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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i) 10 mm nominal bore
52
358
18637
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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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i) 80 mm dia. A. PN - 1.0
2
4274
8550
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ii) 100 mm dia. A. PN - 1.0
2
5066
10133
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Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) Upto 300 mm dia.
0.15
238571
35786
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Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 100 mm dia
14
93
1312
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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.
77
1861
143305
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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) 100 mm dia
14
98
1383
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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) 15 mm dia 150 mm long
64
68
4390
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Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 40 mm dia with 15 mm dia opening
23
362
8342
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ii) 50 mm dia with 15 mm dia opening
13
384
5001
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iii) 90 mm dia with 15 mm dia opening
10
447
4477
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iv) 110 mm dia with 15 mm dia opening
8
528
4226
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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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i) 15 mm dia
260
57
14898
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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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A) For UPVC pipes in new work.
a. All kind of Soils
i) For pipes not exceeding 90 mm dia
1110
87
97236
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ii) For pipes exceeding 90mm dia but not exceeding 300mm dia.
660
106
70224
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B) For GI/CI/DI pipes in new work.
a) All kind of Soils
i) For pipes exceeding 90mm dia but not exceeding 300mm dia.
77
133
10303
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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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i) 15 mm dia
104
104
10899
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ii) 65 mm dia.
2
1223
2446
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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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i) 80 x 80 x 80 mm dia
1
866
866
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Providing and fixing G.I. Unequal 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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i) 40 x 40 x 15 mm dia
2
252
506
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ii) 50 x 50 x 15 mm dia
2
340
682
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iii) 50 x 50 x 40 mm dia
2
345
690
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iv) 100 x 100 x 80 mm dia
1
1336
1337
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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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i) 80 x 65 mm dia
1
404
405
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ii) 100 x 80 mm dia
1
574
575
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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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i) 15 mm dia
104
78
8174
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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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i) 15 mm dia
52
131
6812
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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.
1
9372
9372
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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.
-
-
-
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i) For 3-phase connection with 4.00 mtr. Long G.I. pipe
1
23655
23656
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Providing & fabrication of column pipe including fitting fixing of G.I. flange by cutting the GI pipe ( conforming to IS : 1239 medium class ) into 3.05 mtr. long and welding the same with GI flange as per specification and direction of the Engineer-in-charge ( G.I. pipe will be provided by the agency at his own cost & risk).
-
-
-
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i) For 65 mm dia G.I. pipe with 10 mm thick GI flange
18
3323
59827
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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-in-charge.
-
-
-
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i) 65 mm dia
8
385
3085
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Making road crossing by horizontal boaring 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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A. By manual means
24
619
14863
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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.
-
-
-
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i) 150 mm dia
6
1777
10666
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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.
-
-
-
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(i) 15 mm dia PVC /plastic bib cock
32
119
3821
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