Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date12 Feb 2025
Closing Date27 Feb 2025
Tender Amount₹ 25,28,760
Costs
EMD
₹ 50,575Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Jjm Scheme Under The Jurisdiction Of Dws Sub-division, Jirania / Sh Drinking Water Supply Arrangement In Different Location Of Belbari R.d. Block By Providing R.c.c. Water Storage Tank During The Year 24-25.
Description
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Contact
Tender Id
2025_CEDWS_58315_1Tender No
112/DNIeT/EE/DWS/JRN/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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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 level
-
-
-
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i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
8.5
10570
89850
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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 level
-
-
-
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i) 1:2:4 ( 1 Cement: 2 fine sand : 4 well burnt brick aggregate 20 mm nominal size)
45
11080
498618
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Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
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i) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
430.5
496
213571
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth Level
-
-
-
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i) Thermo-Mechanically Treated bars of gradeFe-500D or more
4050
103
420795
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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 )
38.5
9845
379040
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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 )
67.5
1311
88547
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12 mm cement plaster of mix.
-
-
-
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i) In cement mortar 1:4 (1 cement : 4 fine sand)
438.75
224
98368
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Neat cement punning.
255
56
14484
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Wall colouring, Lettering, Picture and Drawing Etc.
1000
65
65000
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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. All kind of Soils
-
-
-
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i) For pipes not exceeding 90 mm dia
1250
87
109500
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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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i) 40 mm OD
1250
89
112250
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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
50
232
11600
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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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i) 15 mm dia. nominal bore
100
254
25400
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ii) 25 mm dia. nominal bore
25
399
9988
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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
100
68
6860
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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
150
57
8595
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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
200
104
20960
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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
100
78
7860
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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
100
131
13100
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Providing and fitting fixing CI bib cock (long handle) as per specification & direction of the Engineer-in-charge.
-
-
-
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i) 15 mm dia PVC /plastic bib cock
100
110
11040
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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) 15 x 15 x 15 mm dia
100
123
12300
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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 ) 40 x 15 mm dia
25
169
4230
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Providing and fixing 1st class quality ceramic glazed wall tiles conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-incharge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade etc. all complete as per direction of the of the Engineer-in-charge.
-
-
-
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450 mm X 300 mm in all shades and design
300
927
278370
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Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 15 mm dia
25
215
5375
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ii) 25 mm dia
10
342
3420
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iii) 40 mm dia
10
470
4704
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