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 Date22 May 2025
Closing DateCancelled
Tender Amount₹ 9,05,651
Costs
EMD
₹ 18,113Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Mtc And Repairing Of Pipe Line, Hydrant Post, Platform, Sluice Valve Chamber Of Existing Dtw Schemes At Jalefa-betaga Sector Of Satchand R.d Block Area Within The Sabroom Sub-division Of During 2025-26(gr-i). (2nd Call)
Description
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Contact
Tender Id
2025_CEDWS_61827_1Tender No
16/EE/DWS/DIVN/SBM/2025-26Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
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140 mm OD
30
689
-
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Clearing of diposited iron inside of laid PVC pipe line (90 mm/110 mm / 140 mm) excavation trenches for 100.00 mtr laid pipe line of required width and depth at an interval of 2.00 mtr to 3.00 mtr long for every 100.00 mtr. Clearing through UPVC coil pipe and laying same with coupler and cement solvent joint (PVC coupler and solvent cement to be issued at free of cost from the department)
6535
4
-
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Clearing of diposited iron inside of laid CI/DI pipe line of different dia (150 mm/100 mm / 125 mm) and dismantling including trenching, refilling for every 100.00 mtr laid pipe line of required width and depth, cutting for every 100.00 mtr pipe iron throug PVC coil pipe after clearing washing and laying the same with rubber gusket pipe layed joint as per direction of the Engineer-in-charge. (Pig lead will be issued by the department at free of cost but rubber gusket and other T&P will be arranged by the agency)
200
13
-
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Repairing of leakage caused to damaged of lead joint for C.I pipes C.I specials in/c excavation of earth required upto 1.80m depth cutting of bitumen road /WBM road (up to two or more layer, each layer of 30cm average depth) in/c dewatering side protection and making the same with existing materials etc complete in all respect as per direction of the Engg-in-Charge(lead will issued by the department at free of cost).
150 mm dia
10
260
-
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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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i. For pipes not exceeding 90 mm dia
1870
87
-
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ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia
150
106
-
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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 in/c testing of joints complete ( but ex/c 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. 40 mm OD
150
89
-
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ii. 50 mm OD
80
112
-
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iii. 90 mm OD
90
271
-
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iv. 110 mm OD
30
372
-
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v. 140 mm OD
30
612
-
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Charges for 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. 150 mm dia .
38.5
187
-
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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. A. PN-1.6
-
-
-
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i) 80mm Dia
2
4319
-
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ii) 100mm Dia
2
5561
-
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iii)125 mm dia.
2
6662
-
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iv. 150 mm dia
4
8238
-
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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.
i. 150 mm dia
10
185
-
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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.
1500
57
-
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ii. 25 mm dia
90
74
-
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iii. 32 mm dia
50
83
-
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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge
i. 15 mm nominal bore
100
382
-
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Providing and fixing GI union as per CPWD specification and direction of the Engineer-in-Charge.
i) 15 mm Dia
100
131
-
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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. 15 mm dia PVC /plastic bib cock
100
119
-
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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. 90 mm dia
3
298
-
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ii. 110 mm dia
2
356
-
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iii. 140 mm dia
2
466
-
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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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i. 90 mm dia
4
380
-
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ii. 110 mm dia
4
515
-
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iii. 140 mm dia
2
697
-
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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. 90 x 90 mm dia
2
352
-
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ii. 110 x 110 mm dia
2
580
-
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iii. 140 x 140 mm dia
2
818
-
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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i. 110 x 90 mm dia
2
321
-
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ii. 140 x 110 mm dia
2
426
-
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iii. 140 x 90 mm dia
1
395
-
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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. 90 mm dia
2
148
-
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ii. 110 mm dia
2
174
-
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iii. 140 mm dia
2
250
-
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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. A. by manual means
24
619
-
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Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
A. With Second Class bricks
12
12071
-
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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
i) 150 mm dia
60
469
-
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Providing lead chaulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 80 mm dia
2
288
-
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ii) 100 mm dia
2
288
-
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iii) 125 mm dia
2
424
-
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iv) 150 mm dia
2
433
-
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Providing and fitting fixing of Tyton joint collar with rubber gusket fitting with flat MS square bend at both end in/c nuts bolts washer and painting with anti corrosive black bitumenustic paint etc complete as per direction of the Engg.In -Charge. i) 150 mm dia.
10
1690
-
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Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per chapter 20 of CPWD specification and direction of the Engineer – in-charge.
-
-
-
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i) 15 mm dia
1
455
-
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ii) 25 mm dia
2
682
-
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iii) 50 mm dia
2
1107
-
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Repairing of leakage caused to damaged of lead joint for C.I pipes C.I specials in/c excavation of earth required upto 1.80m depth cutting of bitumen road /WBM road (up to two or more layer, each layer of 30cm average depth) in/c dewatering side protection and making the same with existing materials etc complete in all respect as per direction of the Engg-in-Charge(lead will issued by the department at free of cost).
-
-
-
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i. 125 mm dia
5
255
-
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ii. 150 mm dia
2
260
-
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Providing and fixing G.I. pipes of Heavy 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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i).15 mm dia. nominal bore
6
301
-
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ii) 40 mm dia. nominal bore
6
687
-
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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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i)90 mm dia.
280
336
-
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ii) 110 mm dia
168
360
-
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iii) 140 mm dia
100
394
-
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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
50
104
-
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ii) 20 mm dia
2
129
-
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iii) 40 mm dia
2
343
-
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iv) 50 mm dia
1
494
-
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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) 20 x 15 mm dia
1
118
-
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ii) 25 x 15 mm dia
1
124
-
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iii) 50 x 40 mm dia
1
231
-
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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
2
78
-
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ii) 20 mm dia
1
83
-
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iii) 40 mm dia
1
133
-
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iv) 50 mm dia
1
168
-
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Providing and fitting fixing tyton tee joint two part in/c flange joint and welding of MS flate proving with rubber gusket of SBR quality painting with anti corrosive black bit mastic paint and fitting fixing with nut bolts etc complete as per as per direction of the Engineer in charge.
-
-
-
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i) 200X200X100 mm dia
1
2970
-
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ii) 150X150X150 mm dia
1
2650
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
1.131
179
-
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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:
(i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded well burnt brick aggregate 20 mm nominal size)
2.514
12073
-
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Centering shuttering including struttings, propping etc.and removal of form work for:
Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
25.12
625
-
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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
115.562
103
-
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6 mm cement plaster of mix
Cement mortar 1:3 (1 cement :3 fine sand)
26.393
185
-
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Neat Cement punning
26.393
56
-
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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 225 mm long
160
74
-
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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.
i) 15 mm dia PVC /plastic bib cock
80
119
-
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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.
i) 15 mm dia
160
104
-
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Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
i) 15 mm dia
80
78
-
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Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia
80
131
-
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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:
i) 15 mm dia nominal bore
60
254
-
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by
the Manufacturer]:
(i) Two or more coats on new work
25.764
106
-
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