Public Works Department Tender
BidAssist is a very user-friendly website that lets us explore new opportunities which further helps in the growth of the business. We can get any information regarding any e-tender the Tripura government has posted on its website in a very hassle-free manner. BidAssist is designed in such a manner so as to provide information on all government tenders at one place without any inconvenience.
Public Works Department - PWD Tender
Eprocure
Opening Date21 Oct 2021
Closing Date5 Nov 2021
Tender AmountRefer Documents
Costs
EMD
₹ 43,689Document 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
2021_CEDWS_23583_1Bid Award Id
ViewTender No
213/EE/DWS/BLG/2021-22Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia
1050
-
79.3
B).For GI/CI/DI pipes in new work
a). in all kinds of soil.
i). For pipes exceeding 90mm dia but not exceeding 300mm dia.
1000
-
99.8
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 /cmm sq)
-
-
-
i. 40 mm OD
200
-
72.8
ii. 50 mm OD
50
-
92.5
iii. 90 mm OD
2000
-
220.1
iv. 110 mm OD
500
-
301.7
v. 140 mm OD
550
-
495.1
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).
-
-
-
i. 15 mm dia
1000
-
42.7
Charges for making hole by drilling and making thread by thread bit in the CI / DI pipe as per specification & direction of the Engineer-in-charge.
-
-
-
i. 10 mm dia nominal bore
50
-
195.3
Providing and fitting fixing brass ferrule with C.I cover conforming to IS-2692 in/c boring and tapping the main as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
i)10mm nominal bore
220
-
296.3
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. 15 mm dia 75 mm long
220
-
50.2
ii. 15 mm dia 150 mm long
220
-
54.4
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
220
-
197.5
ii. 40 mm dia. nominal bore
5
-
432.5
Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and directionof the Engineer - in – charge.
-
-
-
i. 15 mm dia
440
-
90.2
ii. 40 mm dia
5
-
281.8
Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and directionof the Engineer - in - charge.
-
-
-
i. 40 x 40 x 40 mm dia
10
-
243.1
ii. 50 x 50 x 50 mm dia
28
-
334.3
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. 15 mm dia
220
-
68.8
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. 15 mm dia
440
-
98.5
ii. 40 mm dia
25
-
301.2
iii. 50 mm dia
30
-
383.4
Providing and fitting ,fixing PVC/plastic bib cock conforming ti IS 9763 in hydrant post at different locations as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. 15 mm dia PVC/Plastic bib cock
220
-
97.3
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.150mm dia. (PN-1.6)
9
-
6967.3
ii.125mm dia. (PN-1.6)
7
-
5479.9
iii.100mm dia. (PN-1.6)
4
-
4559.7
iv.80mm dia. (PN-1.6)
1
-
3417.6
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.
-
-
-
i. 40 x 40 mm dia
30
-
171.2
ii. 50 x 50 mm dia
24
-
194.9
iv. 90 x 90 mm dia
25
-
266.3
v. 110 x 110 mm dia
20
-
444.7
vi. 140 x 140 mm dia
20
-
638.1
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
35
-
145
ii. 110 x 90 mm dia
20
-
264.5
iii. 140 x 110 mm dia
15
-
349.3
iv. 140 x 90 mm dial
10
-
324.5
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.
250
-
466.8
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.
-
-
-
i. 90 mm dia
2
-
313.2
ii. 110 mm dia
12
-
420.6
iii. 140 mm dia
18
-
567.4
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.
12
-
82
ii. 50 mm dia
14
-
86.8
iii. 90 mm dia
4
-
125.4
iv. 110 mm dia
2
-
147.3
v. 140 mm dia
3
-
208
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.
26
-
134
ii. 50 mm dia
43
-
157.5
iii. 90 mm dia.
15
-
246.1
iv. 110 mm dia
20
-
293.3
v. 140 mm dia
20
-
381.6
Earth work in excavation by mechanical means (Hydraulicexcavator) / 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.
22
-
169.5
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.
22
-
887.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level .
i). 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded well burnt brick aggregate of 20 mm nominal size)
22
-
9324.5
Centering shuttering including struttings, propping
etc. and removal of form work for: Foundations, footings, bases for columns.
-
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
204.6
-
483
12 mm cement plaster of mix
(i). Cement mortar 1:4(1 cement:4 fine sand)
699.6
-
174.8
Neat cement Punning
699.6
-
45.1
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-All work upto plinth level:
i).1 : 2 : 4 ( 1 cement : 2 fine sand : 4 graded well burnt brick aggregate of 20 mm nominal size)
9.41
-
9607.7
Reinforcement for R.C.C. work including straightening cutting, bending, placing in position and binding all complete upto floor five level.
-
-
-
Thermo-Mechanically Treated bars/ Cold twisted
deformed steel bars
1129.2
-
78.2
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 ).-
1
-
8888.4
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 DI class K- 7 pipes.
600
-
1417.2
ii. 150 mm dia DI class K- 7 pipes.
400
-
1981.7
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
-
-
-
i. 100 mm dia DI class K- 7 pipes.
120
-
75.6
ii. 150 mm dia DI class K- 7 pipes.
80
-
116
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
A) DI all socketted bend 900
-
-
-
i. 150 mm dia
2
-
2652
B) DI all socketted bend 450
-
-
-
i. 150 mm dia
2
-
2594.4
C) DI all socketted bend 22.50
-
-
-
i. 150 mm dia
6
-
1974.1
D) DI all socketted TEE
-
-
-
i. 150 X 150 X 150 mm dia
3
-
4254.1
E) DI Collar fiange socketted
-
-
-
i. 150 mm dia
4
-
2310.4
F) DI flanged socketted tail piece
-
-
-
i. 100 mm dia
3
-
1412.8
ii. 80 mm dia
3
-
1253.1
iii. 150 mm dia
4
-
1986.1
G) DI flanged spigotted tail piece
-
-
-
i. 100 mm dia
3
-
1555.3
ii. 80 mm dia
3
-
1251.3
iii. 150 mm dia
4
-
2726.5
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements