Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date3 Aug 2023
Closing Date24 Aug 2023
Tender Amount₹ 24,83,465
Costs
EMD
₹ 49,669Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_Urban_40583_1Bid Award Id
ViewTender No
37/EE/DWS-i/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
B. For G.I. / C.I. / D.I. pipes in new work a. In all kinds of soil For pipes exceeding 90 mm dia but not
exceeding 300 mm dia
72
7186
99.8
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.
22
31178
1417.2
ii. 150 mm dia Ductile Iron Class K-7 pipes.
22
43597
1981.7
iii) 200 mm dia Ductile Iron Class K-7 pipes.
11
28063
2551.2
iv) 250 mm dia Ductile Iron Class K-7 pipes.
11
36919
3356.3
v). 300 mm dia Ductile Iron Class K-7 pipes.
6
25352
4225.4
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.
-
-
-
v. 80 mm dia A. PN - 1.6
2
6835
3417.6
v. 100 mm dia A. PN - 1.6
2
9119
4559.7
vi. 150 mm dia .A. PN - 1.6
2
13935
6967.3
vii. 200 mm dia. A. PN - 1.6
1
13016
13015.6
viii. 250 mm dia. A. PN - 1.6
1
22091
22091.2
ix. 300 mm dia. A. PN - 1.6
1
27351
27351.4
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
J. D.I. Flanged Socketted tail piece
-
-
-
i. 80 mm dia
2
2506
1253.1
ii. 100 mm dia
2
2826
1412.8
v. 150 mm dia
2
3972
1986.1
v. 200 mm dia
1
3135
3135
vi. 250 mm dia
1
4544
4544.3
vii. 300 mm dia
1
6148
6147.5
K. D.I. Flanged Spigotted tail piece
-
-
-
i. 80 mm dia
2
2503
1251.3
ii. 100 mm dia
2
3111
1555.3
v. 150 mm dia
2
5453
2726.5
v. 200 mm dia
1
3410
3409.6
vi. 250 mm dia
1
5405
5405.3
vii. 300 mm dia
1
6947
6946.5
Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
iv. 100 mm nominal bore
1
5980
5980
vi. 150 mm nominal bore
1
8931
8930.5
Providing and fitting fixing of DI mechanical joint (J.P. coupling) in/c. rubber washer and nut bolts as per direction of the Engineer - in - charge.
-
-
-
i) 150mm dia.
6
18094
3015.6
i) 200mm dia.
4
15761
3940.3
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-incharge.
-
-
-
i. 90 mm OD
100
44680
446.8
ii. 110 mm OD
60
30036
500.6
iii. 140 mm OD
40
22208
555.2
iv. 160 mm OD
10
5966
596.6
Removal of blockage after earth excavation from existing distribution pipe line of all diameter as well as washing by inserting cutter fitted to the 40/25mm dia UPVC coil pipe upto the length of 30.00m and both side by cutting of pipe at any depth including necessary dewatering when ever required and refilling the excavated soil properly complete as per direction of the Engineer-in-charge.(Bituminous road cutting, C.I. specials, PVC coupler laying of pipe line, lead joint will be paid separately but PVC coil 40/25mm dia will be supplied by the agency).
-
-
-
(a) For D.I./C.I./G.I. pipe.
15
9060
604
(b)For PVC/ HDPE pipe.
50
22300
446
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
40
7300
182.5
ii. 110 mm dia
30
7062
235.4
iii. 140 mm dia
20
6204
310.2
iv. 160 mm dia
5
2263
452.5
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.
-
-
-
i. 90 mm dia
100
25310
253.1
ii. 110 mm dia
60
16224
270.4
iii. 140 mm dia
30
8889
296.3
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. All kinds of soil.
1000
169500
169.5
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. All kinds of soil.
660
79398
120.3
Supplying and filling in plinth, under floor, foundation 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.
20
17750
887.5
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.
500
233400
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.
-
-
-
i) 10 mm nominal bore.
150
44445
296.3
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
-
-
-
i. 15 mm dia
1000
42700
42.7
ii. 20 mm dia
200
9720
48.6
iii. 25 mm dia
300
16800
56
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
400
29120
72.8
v. 90 mm OD
500
110050
220.1
vi. 110 mm OD
200
60340
301.7
vi. 140 mm OD
24
11882
495.1
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.
-
-
-
v. 90 mm dia
4
1253
313.2
vi. 110 mm dia
4
1682
420.6
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.
-
-
-
v. 90 mm dia
10
1254
125.4
vi. 110 mm dia
4
589
147.3
Providing and fixing G.I. Bend / elbow in the pipeline including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
i. 15 mm dia
200
18040
90.2
ii. 20 mm dia
5
550
109.9
ii. 25 mm dia
5
666
133.1
ii. 40 mm dia
5
1409
281.8
Providing and fixing G.I. union as per CPWD specification direction of the Engineer-in-charge.
-
-
-
i. 15 mm dia
150
14775
98.5
ii. 20 mm dia
10
1122
112.2
ii. 25 mm dia
6
1002
167
ii. 40 mm dia
5
1506
301.2
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. 15 mm dia
150
10320
68.8
ii. 20 mm dia
5
366
73.2
ii. 25 mm dia
5
329
65.8
ii. 40 mm dia
5
496
99.2
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
(i)15mm dia 75 mm long.
50
2510
50.2
iii) 15mm dia. 150mm long.
40
2176
54.4
(ii) 20mm dia. 75mm long.
2
131
65.6
vii. 25 mm dia 75 mm long
2
151
75.7
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
30
5925
197.5
i. 40 mm dia. nominal bore
60
25950
432.5
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
150
14595
97.3
Demolishing of cement concrete manually /by mechanical means including disposal of material with all lifts and upto 50m lead etc.complete as per direction of the Engineer-in-charge:-
-
-
-
i) Nominal concrete 1:3:6 or richer mix(in/c equivalent design mix)
40
42828
1070.7
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All works upto plinth level.
-
-
-
i)1:2:4 (1 cement :2 fine sand : 4 graded well burnt brick agreegate 20mm nominal size).
40
372244
9306.1
Cutting bituminous road, jhama brick aggregate road /stone chips road etc. as per required depth and making good the same with existing materials(earth work in excavation to be paid separately) as per direction of the Engineer-in-charge.
200
19000
95
Filling Pot-holes and Patch Repairs with open-Graded Premix surfacing, 20mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per MoRT&H technical specification Clause 3004.2
200
59340
296.7
Supplying, laying, jointing, testing and commissioning of approved make PN 10, HDPE water supply pipe mains manufactured as per IS-4984 in PE-100, grade. Jointing shall be compression joint / flanged joint. The quoted rate shall also include necessary fittings (Tee, Bends etc.) of same quality as pipe material complete as specified in the technical specification, drawing and instruction of Engineer-in-Charge.
-
-
-
i) 90mm OD pipes.
25
17975
719
ii) 110mm OD pipes.
20
21140
1057
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 ).
15
133326
8888.4
12 mm cement plaster of mix
-
-
-
In cement mortar 1:4 ( 1 cement : 4 fine sand ).
120
20976
174.8
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
250
19550
78.2
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
Suspended floors, roofs, landings, balconies and access
platform with timber planks
30
13929
464.3
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement -
-
-
-
1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
8
85902
10737.8
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