Public Works Department Tender
BidAssist is a very user-friendly website that lets us explore new opportunities which further helps in the growth of the business. We can get any information regarding any e-tender the Tripura government has posted on its website in a very hassle-free manner. BidAssist is designed in such a manner so as to provide information on all government tenders at one place without any inconvenience.
Costs
EMD
₹ 19,020Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CEDWS_50271_1Bid Award Id
ViewTender No
29/EE/PWD(DWS)/AMB/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.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
Charges for fixing and laying rigid UPVC pipes jointing with couplers, solvent cement including testing of joints complete ( excluding the cost of pipes, couplers, solvent cement which are to be issued from the department free of cost and specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in – charge.
Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
i) 90 mm OD
60
1596
26.6
ii) 110 mm OD
30
969
32.3
iii) 140 mm OD
30
1239
41.3
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. Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
i) 40 mm OD
100
8980
89.8
ii) 50 mm OD
100
11280
112.8
iii) 90 mm OD
100
27140
271.4
iv) 110 mm OD
60
22326
372.1
v) 140 mm OD
60
36768
612.8
Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately).
-
-
-
i. 15 mm dia.
100
5730
57.3
ii. 25 mm dia.
40
2988
74.7
Labour charges for repairing of leakage for CI/DI pipeline of various diameter by manual labour by hammering of old lead joints and other leakages of pipeline in/c excavation & refilling of the same as per direction of the Engineering-in-charge ( pig lead will be supplied by the department at free of cost). a)80mm dia
-
-
-
a)80mm dia
5
839
167.75
b) 100 mm dia
20
3755
187.75
c) 150 mm dia
5
964
192.75
Charges for repairing of leakage in UPVC/HDPE pipe line with PVC coupler & solvent cement etc.in/c necessary earth excavation backfilling of soil as required after laying of pipeline , in layers not exceeding 200mm in dept in/c consolidating each deposited layer by ramming,watering etc.Complete as per specification & direction of Engineering-in-charge.
-
-
-
a)90mm OD
250
139525
558.1
b) 110 mm OD
200
124640
623.2
c) 140 mm OD
100
68910
689.1
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. External work.
-
-
-
i) 15 mm dia. nominal bore
30
7620
254
ii) 40 mm dia. Nominal bore
30
16473
549.1
iii) 50 mm dia. Nominal bore
18
11770
653.9
Providing, fixing and laying fabricated UPVC socket / coupler confirming to IS:10124 (part-2) with solvent cement confirming to IS:14182 in/c testing of joints complete as per CPWD specification & direction of the Engineering-in-charge.
-
-
-
a) 90 mm dia
10
2121
212.1
b) 110 mm dia
10
2733
273.3
c) 140 mm dia
10
3628
362.8
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. (By manual means)
30
18579
619.3
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.
-
-
-
i) 40 mm dia
5
805
161
ii) 50 mm dia
5
950
190
iii) 90 mm dia
10
2987
298.7
iv) 110 mm dia
10
3564
356.4
v) 140 mm dia
5
2334
466.8
Providing,fixing and laying fabricated UPVC straight reducer confirming to IS:10124 (part-3)with solvent cement confirming to IS:14182 in/c testing of joints complete as per chapter-20 of CPWD specification & direction of the Engineering-in-charge.
-
-
-
a)110 x 90mm dia
10
3211
321.1
b) 140 X 110 mm dia
10
4268
426.8
c) 140 X 90 mm dia
5
1979
395.7
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.
-
-
-
i) 90 x 90 mm dia
10
3522
352.2
ii) 110 x 110 mm dia
10
5804
580.4
iii) 140 x 140 mm dia
5
4090
818
Providing, fixing and laying fabricated UPVC end cap confirming to IS:10124 (part-4) with solvent cement confirming to IS:14182 in/c testing of joints complete as per chapter-20 of CPWD specification and direction of the Engineering-in-charge.
-
-
-
a) 90mm dia
5
744
148.7
b) 110 mm dia
2
349
174.6
c) 140 mm dia
2
501
250.4
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.
-
-
-
a) 90mm dia
5
1905
380.9
b) 110 mm dia
5
2576
515.1
c) 140 mm dia
5
3488
697.6
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.i)15 mm dia
40
3144
78.6
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. 15 mm dia
50
6550
131
ii) 25mm dia
15
3255
217
iii) 40mm dia
25
9678
387.1
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
40
4192
104.8
ii) 25mm dia
10
1587
158.7
iii) 40mm dia
10
3434
343.4
iv) 50 mm dia
5
2475
494.9
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.
-
-
-
i. 25x15 mm dia
10
1244
124.4
ii. 40x15 mm dia
10
1692
169.2
iii. 40x25 mm dia
10
1721
172.1
iv. 50x25 mm dia
2
460
230
v. 50x40 mm dia
2
463
231.5
vi. 80x40 mm dia
5
2008
401.6
vi. 80x50 mm dia
5
2015
403
Providing and fixing GI equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
i. 15x15x15 mm dia.
3
369
123
ii. 25x25x25 mm dia
5
1065
212.9
Providing and fixing GI Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
i. 25x25x15 mm dia.
2
356
178
ii. 40x40x25 mm dia
2
512
255.8
iii. 40x40x15 mm dia
2
506
252.9
Providing and fixing GI. Nipple of medium class as per chapter 20 of CPWD specification and direction of the Engineering-in-charge.
-
-
-
i)15mm dia 150mm long
25
1715
68.6
Providing & fixing brass ferrule with C.I. cover confirming to IS:2692 in/c. boring & tapping the main as per chapter 20 of CPWD specification and direction of the Engineering-in –charge.
-
-
-
a)10mm nominal bore
25
8960
358.4
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
100
2645
26.45
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. 15 mm dia
10
2150
215
ii. 25 mm dia.
5
1710
342
ii. 40mm dia
10
4704
470.4
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.
-
-
-
i) 80 mm P.N 1.6
2
8639
4319.7
ii) 100 mm P.N 1.6
2
11122
5561.1
iii) 125 mm P.N 1.6
2
13324
6662.1
iv) 150 mm P.N 1.6
1
8239
8238.6
Charges for 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.
-
-
-
80 mm dia PN-1.6
2
1661
830.7
100 mm dia PN-1.6
2
2375
1187.5
125 mm dia PN-1.6
1
1317
1316.7
150 mm dia PN-1.6
1
1597
1597.2
Making supplying and fitting fixing of MS spindles in/c socket for sluice valve as per departmental sample
-
-
-
i. 80mm dia
10
8000
800
ii. 100mm dia
10
9350
935
iii.150mm dia
6
6300
1050
R/Mtc of different dia C.l sluice valves by providing and replacing complete with bolts, nuts rubber insertions elc as per direction of the Engineer-in-charge.
-
-
-
i. 80mm dia
5
7700
1540
ii. 100mm dia
5
8800
1760
iii.150mm dia
2
4180
2090
Labour charge for fitting foding of gland rope in Cl sluice valve of various dia (80 mm dia to 250 mm dia) as per direction of Engincer-in-Changs (Including the cost of gland rope, grease.nuts and bolts etc)
5
7700
1540
Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. 65 mm nominal bore
1
3914
3913.5
ii. 80 mm nominal bore
1
4201
4200.9
iii. 100 mm nominal bore
1
7505
7504.9
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.
-
-
-
a) 80 mm dia
5
1911
382.1
b) 100 mm dia
5
2103
420.5
c) 125 mm dia
5
2564
512.7
c) 150 mm dia
5
2942
588.4
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
G. D.I. Collar flanged socketted
-
-
-
a) 80 mm dia
2
4287
2143.7
b) 100 mm dia
2
3985
1992.7
c) 125 mm dia
2
6138
3069.2
d) 150 mm dia
2
6088
3043.8
Labour charge for clearing of clouded deposited iron in the PVC pipe of 140,110,90 mm dia pipe by chain lead pully system in/c disposal of iron from the site and thoroughly washing the pipe with water complete as per direction of the Engineer-in-charge.
4000
20600
5.15
Labour charge for clearing of deposited iron clouded in the CI pipeline of different dia (200mm, 150mm, 100mm dia) by chain pulley system including washing the pipe by water complete as direction of the Engineer-in-charge.
250
4225
16.9
Excavating holes upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil; as directed within a lead of 50 m and lift upto 1.5 m.
-All kinds of soil
10
1739
173.9
Earth work in excavation 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 By manual means
5
900
179.9
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.
0.5
589
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering.
1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)
0.5
4648
9295.7
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
1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
1
11080
11080.4
Centering shuttering including struttings, propping etc. and removal of form work for:Foundations, footings, bases for columns etc. for mass concrete with timber plank
50
16695
333.9
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars
200
20780
103.9
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 ).
1
9845
9845.2
Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-
In cement mortar 1:4 ( 1 cement : 4 fine sand ).
10
13118
1311.8
12 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete.
In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
20
4484
224.2
Neat cement punning.
20
1136
56.8
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements