Public Works Department Tender
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Costs
EMD
₹ 19,114Document 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_50324_1Bid Award Id
ViewTender No
DNIeT No_96/EE/DWS/KD/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
ii. 110 mm dia pipe
120
43200
360
iii. 90 mm dia pipe
180
60624
336.8
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 In all kinds of soil
For pipes not exceeding 90 mm dia
300
26280
87.6
For pipes exceeding 90 mm dia but not exceeding 300 mm dia
210
22344
106.4
B. For GI/CI/DI pipe in new work
For pipes exceeding 90 mm dia but not exceeding 300 mm dia
22
2944
133.8
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.
120
10776
89.8
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. A) Class 3 working pressure 6 kg/cm2
i) 90 mm dia
180
4788
26.6
ii) 110 mm dia
120
3876
32.3
iii) 140 mm dia
90
3717
41.3
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-in-charge. i) 90 mm dia
335
186964
558.1
ii) 110 mm dia
160
99712
623.2
iii) 140 mm dia
60
41346
689.1
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) 100 mm dia
11
1430
130
ii) 150 mm dia
11
2065
187.7
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and excluding the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge.
i) 100 mm dia
2
83
41.6
ii) 150 mm dia
2
157
78.3
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.
i) 40 mm dia
5
481
96.1
iii) 90 mm dia
5
744
148.7
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 A. PN - 1.6
3
12959
4319.7
ii. 100 mm dia. A. PN - 1.6
3
16683
5561.1
iii. 125 mm dia. A. PN - 1.6
3
19986
6662.1
iv. 150 mm dia. A. PN - 1.6
3
24716
8238.6
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge
D.I. Flanged Socketted tail piece i. 80 mm dia
3
4949
1649.7
ii. 100 mm dia
3
5584
1861.2
iii. 125 mm dia.
3
7940
2646.7
iv. 150 mm dia.
3
7851
2617
D.I. Flanged Spigotted tail piece
i. 80 mm dia
3
4945
1648.3
ii. 100 mm dia
3
6147
2048.9
iii. 125 mm dia.
3
7949
2649.6
iv. 150 mm dia.
3
10780
3593.2
Washing & removal of deposited iron sludge & any other foreign materials from inside the existing water distribution pipeline (PVC) using UPVC coil pipe in/c. excanvation of trenches upto required width and depth, cutting of PVC at a length of every 55 mtr. interval jointing og pipes with PVC couplers and solvent cement in/c. satisfactory testing of joint, refilling trenches with available excavated earth etc complete as per direction of the Enginerr in Charge ( Rate in/c. of making PVC couplers will be issued by the department at free of cost) a) 140 mm dia/110 mm dia/90 mm dia.
900
3690
4.1
Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm 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 :
With Second Class bricks
4
81732
20432.9
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) 15 mm nominal bore
150
57405
382.7
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
i. 40 mm dia with 15 mm dia opening
10
3627
362.7
ii. 50 mm dia with 15 mm dia opening
10
3847
384.7
v. 90 mm dia with 15 mm dia opening
50
22385
447.7
viii. 110 mm dia with 15 mm dia opening
30
15846
528.2
xi. 140 mm dia with 15 mm dia opening
10
5897
589.7
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
30
3582
119.4
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge
i. 15 mm dia
30
3930
131
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
i. 15 mm dia
30
2358
78.6
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
120
6876
57.3
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
7
4335
619.3
Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size).
0.81
13733
16954.4
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or
more
83.91
8718
103.9
Centering shuttering including struttings, propping etc. and removal of form work for:
Suspended floors, roofs, landings, balconies and access
platform with timber planks
3.6
374
103.9
Providing and fixing G.I. pipes medium 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
6
1524
254
v. 40 mm dia. nominal bore
6
3295
549.1
viii. 80 mm dia. nominal bore
6
6131
1021.9
ix. 100 mm dia. nominal bore
6
8798
1466.4
x. 125 mm dia. nominal bore
6
9888
1648
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