Public Works Department Tender
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Costs
EMD
₹ 1,34,051Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEDWS_48952_1Bid Award Id
ViewTender No
01/SE/DWS/C/AMB/2024-25(2nd Call)Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
iii) 140 mm dia
2400
947520
394.8
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 CPWD specification and direction of the Engineer - in - charge.
-
-
-
iii) 100 mm dia
90
41022
455.8
i)125 mm dia
90
41724
463.6
ii) 150 mm dia
360
169128
469.8
Providing, fixing and laying fabricated UPVC socket / coupler conforming to IS : 10124 ( Part 2 ) 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 mm dia
120
25452
212.1
ii) 110 mm dia
160
43728
273.3
iii) 140 mm dia
100
36280
362.8
Excavating trenches of required width for pipes, cable etc. in/c excavating for sockets & dressing of sides, where required, ramming of bottoms, depth up to 1500mm in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layers not exceeding 200mm in depth in/c 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.
-
-
-
i) For pipes not exceeding 90 mm dia
1600
140160
87.6
ii) For pipes exceeding 90mm dia. but not exceeding 300mm dia.
2400
255360
106.4
B) For GI/CI/DI pipes in new work.
a) In all kinds of soil.
-
-
-
ii) For pipes exceeding 90mm dia. but not exceeding 300mm dia.
360
48168
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. A. Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
i) 40 mm OD
500
44900
89.8
ii) 50 mm OD
500
56400
112.8
iii) 90 mm OD
600
162840
271.4
iv) 110 mm OD
800
297680
372.1
v) 140 mm OD
1600
980480
612.8
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.
-
-
-
i)100 mm dia ductile iron class K 7 pipes
60
111666
1861.1
ii)125 mm dia ductile iron class K 7 pipes
60
136680
2278
iii)150 mm dia ductile iron class K 7 pipes
240
624480
2602
Providing & 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 dia. (A) PN-1.6
2
8639
4319.7
ii) 125 mm dia. (A) PN-1.6
2
13324
6662.1
iii) 150 mm dia. (A) PN-1.6
8
65909
8238.6
Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
i) 125 mm nominal bore
3
28103
9367.8
Charges for push-on (Tyton) joints to centrifugally (Spun) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.
-
-
-
i) 100 mm dia.
12
499
41.6
i) 125 mm dia.
12
502
41.8
ii) 150 mm dia.
40
3132
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
ii) 50 mm dia
5
510
102
iii) 90 mm dia.
20
2974
148.7
iv) 110 mm dia.
20
3492
174.6
Providing, fixing and laying fabricated UPVC equal tee conforming to IS:10124 (Part 5) with solvent cement conforming to IS :b 14182 including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
i) 90 x 90 mm dia.
20
7044
352.2
ii) 110 x 110 mm dia.
20
11608
580.4
iii) 140 x140 mm dia.
20
16360
818
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer- in – charge.
-
-
-
i) 125 mm dia.
30
4074
135.8
ii) 150 mm dia.
30
5556
185.2
Providing, fixing and laying flanged fabricated UPVC tailpiece conforming to IS : 10124 (Part 6) with G.I. flange (8 mm thick) 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 mm dia.
45
18959
421.3
ii) 110 mm dia.
35
19341
552.6
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.
-
-
-
i) 50 x 40 mm dia
5
860
172
ii) 110 x 90 mm dia.
15
4817
321.1
iii) 140 x 110 mm dia
15
6402
426.8
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.
25
7468
298.7
iv) 110 mm dia.
25
8910
356.4
v) 140 mm dia
25
11670
466.8
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.
a) 10 mm nominal bore
400
143360
358.4
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
(i) 15 mm dia
400
52400
131
Providing and laying of flexible PVC pipe (confirming 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
2000
114600
57.3
ii) 25 mm dia
500
37350
74.7
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
400
41920
104.8
Providing and fixing G.I Union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 15 mm dia
400
52400
131
ii) 40 mm dia
50
19355
387.1
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) 40x15mm dia
5
846
169.2
ii) 25x15mm dia
5
622
124.4
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
100
61930
619.3
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) 40 mm dia nominal bore for road crossing connection
100
54910
549.1
Providing & fixing UPVC Service Saddle as per CPWD Specification and direction of the Engineer-in-charge.
-
-
-
i. 40mm dia with 15mm dia opening
10
3627
362.7
ii. 50mm dia with 15mm dia opening
10
3847
384.7
iii. 90mm dia with 15mm dia opening
100
44770
447.7
iv. 110mm dia with 15mm dia opening
140
73948
528.2
v. 140mm dia with 15mm dia opening
140
82558
589.7
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means 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.
-
-
-
a) All Kinds of Soil
96.88
22437
231.6
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.
4.12
4850
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. a) All work upto plinth livel
-
-
-
i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 40 mm nominal size)
5.5
56125
10204.6
ii) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded well burnt brick aggregate of 40 mm nominal size)
4.12
38298
9295.7
Centering shuttering including struttings, proppingetc. and removal of form work for:
-
-
-
i) Foundations, footings, bases for columns
219.92
66658
303.1
First class brick work in foundation and plinth including cost of all materials as required complete:
-
-
-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand )
30.58
301066
9845.2
12 mm cement plaster of mix.
-
-
-
i) In cement mortar 1:4 (1 cement : 4 fine sand)
121.48
27236
224.2
Neat cement punning.
121.48
6900
56.8
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement-
-
-
-
i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size
6.82
85871
12591.1
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
ii) Suspended floors, roofs, landings, balconies and access platform with timber planks
18.1
10446
577.1
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth Level level
-
-
-
i) Thermo-Mechanically Treated bars of gradeFe-500D or more
852.48
88573
103.9
Hiring charges of vehicle like Bolero Pick-up FB/ Mahindra supro maxi truck T2/Mahindra OPTIMO BSIV HD CRDe or of similar capacity in good condition along with driver, assistant, helper, polythene water storage tank for supply of carring water towards the areas within the Block during dry spell as per direction of the Engineer-in-charge.
40
46800
1170
Charges for every Kilometer run by the vehicle in/c. cost of diesel, lubricant, grease etc. complete.
800
7680
9.6
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