Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date4 Mar 2024
Closing Date20 Mar 2024
Tender Amount₹ 71,67,391
Costs
EMD
₹ 1,43,348Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEDWS_48068_1Bid Award Id
ViewTender No
187/EE/DWS/DMN/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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B). For G.I. / C.I. / D.I. pipes in new work a). In all kinds of soil
ii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
950
127110
133.8
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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
800
71840
89.8
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ii. 50 mm OD
800
90240
112.8
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i) 90 mm OD
2650
719210
271.4
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ii) 110 mm OD
1952
726339
372.1
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iii) 140 mm OD
1350
827280
612.8
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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) 150 mm dia
950
2471900
2602
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Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge
iv) 150 mm dia
173
24999
144.5
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
(a)allkinds of soil
5
900
179.9
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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.
-
-
-
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ii. 80 mm dia.A. PN - 1.6
2
8639
4319.7
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iii. 100 mm dia. A. PN - 1.6
2
11122
5561.1
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iii. 150mm dia. A. PN - 1.6
4
32954
8238.6
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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
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ii). 90 x 90 mm dia
10
3522
352.2
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ii). 110 x110 mm dia
10
5804
580.4
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ii). 140 x 140 mm dia
10
8180
818
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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
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ii) 90 mm dia
5
744
148.7
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ii). 110 mm dia
5
873
174.6
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ii). 140 mm dia
5
1252
250.4
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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i). 90 mm dia
10
2987
298.7
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ii).110 mm dia
10
3564
356.4
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i). 140 mm dia
10
4668
466.8
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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i). 110 x 90 mm dia
10
3211
321.1
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i). 140 x 110 mm dia
10
4268
426.8
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i). 140 x 90 mm dia
10
3957
395.7
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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i). 90 mm dia
4
1524
380.9
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ii). 110 mm dia
4
2060
515.1
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i). 140 mm dia
4
2790
697.6
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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.
-
-
-
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i. 90 mm dia
5
1061
212.1
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ii. 110 mm dia No.
5
1367
273.3
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iii. 140 mm dia No.
5
1814
362.8
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Constructing masonry Chamber 90 x 90 x 100 cm, inside with brick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) ... : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge.
8
113028
14128.5
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Providing and fixing brass ferrule with C.I. cover conforming to IS :2692 including boring and tapping the main as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
ii) 15 mm nominal bore
150
57405
382.7
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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
17910
119.4
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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
a) 15mm dia (ID)
3500
200550
57.3
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Providing and fixing G.I. pipes of 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 chapter 20 of CPWD specification and direction of the Engineer- in - charge.
A). External work.
-
-
-
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i) 15 mm dia. nominal bore
6
1524
254
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ii) 20 mm dia. nominal bore
6
1817
302.8
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iii) 25 mm dia. nominal bore
6
2397
399.5
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iv) 40 mm dia. nominal bore
6
3295
549.1
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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
225
23580
104.8
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ii). 20 mm dia
4
518
129.6
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ii). 25 mm dia
4
635
158.7
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ii). 40 mm dia
4
1374
343.4
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Providing and fixing G.I. Fullway valve 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
21
4515
215
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ii. 20mm dia
2
555
277.7
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iii. 25 mm dia
2
684
342
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iv .40 mm dia
2
941
470.4
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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
150
19650
131
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ii. 20mm dia
2
297
148.5
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iii. 25 mm dia
2
434
217
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iv. 40 mm dia
2
774
387.1
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Charges for cutting D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
iv. 150 mm dia
12
2222
185.2
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Supplying and filling in plinth under floor foundation etc with sand un( fine) from local quary with all lifts including spreading in horizontal layers watering grading to required slop ramming consolodating and compacting each lyer by using plate compctor of by any suitable method complete.
15
17660
1177.3
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Cutting bitumenous road 30 cm average depth & making good the same in/c supply of extra quantity of agreegate binding materials & bitumen required.
a) Jhama agregate.
10
2250
224.95
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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
148
91656
619.3
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Providing and fixing in position Precast RCC hydrant post enraved with logo of JJM and other necessarry details of size 150 x 150 mm at the bottom & 150 x 150 mm at the top and 1500 mm Long ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 stone aggregate of 10 mm nominal size) and steel reinforcement ( TMT bars ) 8 mm dia 1200 mm long 4 nos and 8 mm dia stirrup 11 Nos ), 300 mm shall be kept below ground level , embedding the same with in 500 x 500 x 500 mm cement concrete 1 : 5 : 10 ( 1 cement : 5 sand : 10 Stone aggregate of 40 mm nominal size ) as per approved drawing, including plastering the exposed surface with 6 mm thick cement mortar 1 : 4 ( 1 cement: 4 sand ) finished with a floating coat of neat cement ) including providing & embedding 15 mm dia G.I. pipe (medium class) 1250 mm long with necessary GI fittings like elbow 2 Nos, socket 1 no, nipple 300 mm long 1 no, union 1 no etc. and fitting fixing of CI long handle bib cock by welding with GI socket complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge.
158
367034
2323
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Providing and fixing in position Precast RCC platform of size 750 x 750 mm x 75 mm with curb of size 60 x 50 mm keeping an opening of 100 mm long in a suitable place for draining out of water ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 Stone aggregate 20 mm nominal size) and steel reinforcement ( TMT bars ) 6 Nos, 8 mm dia in both direction including plastering the exposed surface with 6 mm thick cement mortar 1 : 4 ( 1 cement: 4 sand ) finished with a floating coat of neat cement ) complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge
158
333696
2112
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Painting with silicon and acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:
i) Two or more coats on new work.
135
11178
82.8
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