Public Works Department Tender
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Costs
EMD
₹ 18,783Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEDWS_8506_1Bid Award Id
ViewTender No
54/EE/PWD(DWS)/AMB/2019-20Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
B)For G.I./ C.I./ D.I. pipes in new work i) For Pipes exceeding 90 mm dia but not exceeding 300 mm dia
1930.5
-
50.5
Charges for laying S & S centrifugally cast (spun) Ductile Iron class K-7 pipe conforming to IS : 8329 as per CPWD specification and direction of the Engineering-in-charge.
-
-
-
i)300mm dia
60.5
-
226.6
ii)250mm dia
60.5
-
181
iii)200mm dia
44
-
138
iv)150mm dia
66
-
103.7
v)125mm dia
440
-
90.7
vi)100mm dia
1320
-
72.3
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.v
-
-
-
(A) D.I. all socketted Bend 90 degree
i.100 mm dia
2
-
1121.8
ii.150 mm dia
2
-
1804.8
iii.200 mm dia
2
-
3053.7
iv.250 mm dia
2
-
4491.2
v.300 mm dia
2
-
6720.9
(B) D.I. all socketted tee
i.300x300x300 mm dia
4
-
8159.1
(C) D.I. Flanged Socketted tail piece
i.100 mm dia
10
-
963.9
ii.125 mm dia
10
-
1368.2
iii.150 mm dia
10
-
1353.3
iv.200 mm dia
4
-
2132.9
v.250 mm dia
4
-
2892.6
vi.300 mm dia
4
-
3741.8
(D) D.I. Flanged Spigotted tail piece
i.100 mm dia
10
-
1060.5
ii.125 mm dia
10
-
1369.4
iii.150 mm dia
10
-
1442.9
iv.200 mm dia
4
-
2319.2
v.250 mm dia
4
-
3457.3
vi.300 mm dia
4
-
4595.3
Charges for fixing and laying rigid U.P.V.C. pipes jointing with couplers, solvent cement including testing of joints complete (but excluding the cost of pipe, coupler, solvent cement which are to be issued by the department free of cost and specials like bend, tees etc. which will be paid separately) as per CPWD specification and direction of the Eng-in-charge.
-
-
-
i) 90 mm dia :
1000
-
14.8
ii) 110 mm dia :
600
-
18.3
iii) 140 mm dia :
400
-
23.8
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.
-
-
-
i)300mm dia
5
-
200.8
ii)250mm dia
5
-
167.3
iii)200mm dia
5
-
133.9
iv)150mm dia
5
-
100.4
v)125mm dia
4
-
73.6
vi)100mm dia
5
-
53.5
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. (external works). i) 15 mm. n.
108
-
153.8
Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI Pipe etc. of required dia complete as per direction of the Engineer-in-charge. A) By manual means :
60
-
274.5
Providing flanged joints to double flanged C.I / D.I. pipes and special including testing of joints as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i)300mm dia
13
-
399.8
ii)250mm dia
7
-
385.4
iii)200mm dia
4
-
267
iv)150mm dia
13
-
248.3
v)125mm dia
7
-
189.9
vi)100mm dia
4
-
178.5
Providing & fitting fixing of G.I. flange ( 10 mm wall thickness ) by welding with D.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.
-
-
-
i)150mm dia
4
-
485.6
ii)125mm dia
4
-
412.6
iii)100mm dia
4
-
655.5
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.
-All kinds of soil cum
35
-
128.8
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:
-
-
-
(a) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
6.5
-
5916.4
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. (a) Mild steel and Medium\Tensile steel bars.
556.39
-
59.7
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 20 mm nominal size)
21
-
7015.5
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
(i)Foundations, footings, bases for columns etc. for mass concrete with timber plank
90
-
226.1
1st class brick work in foundation & plinth in/c cost of all materials as required complete.
-
-
-
(i) in cement mortar 1:4 (1 cement : 4 fine sand)
15
-
5408.6
12 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete
-
-
-
(i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) in/c. Neat cement punning
200
-
194.8
Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately ).
2
-
6975.9
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. (external works). i) 15 mm. n. b
108
-
153.8
Providing & fixing brass ferrule with C.I. cover confirming to IS: 2692 in/c. boring & tapping the main as per chapter 20 of CPWD specification and direction of the Engineering-in-charge.
-
-
-
a) 10 mm nominal bore
58
-
294.3
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.
-
-
-
(i) 40 mm OD
1000
-
68.9
(ii) 50 mmOD
1000
-
88.5
Providing & laying of 50 mm. rigid UPVC pipes of minimum wall thickness of 2.10 mm. & working pressure 6 kg / cm2 complete with necessary cement solvent joints & fittings
1000
-
88.5
Providing & fixing CI sluice valves (with cap) complete with bolts, nuts, rubber, insertions etc. (the tail pieces if required will be paid separately) as per chapter 20 of CPWD specification & direction of the Engineer-in-charge.
-
-
-
i) 100 mm. dia (PN-1.6).
10
-
4925.8
ii) 125 mm. dia (PN-1.6).
10
-
6091.8
iii) 150 mm. dia (PN-1.6).
10
-
7354
iv) 200 mm. dia (PN-1.6).
4
-
12321.4
v) 250 mm. dia (PN-1.6).
4
-
12321.4
vi) 300 mm. dia (PN-1.6).
4
-
24237.3
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.
-
-
-
(i) 300mm dia DI pipe
82.5
-
327
(ii) 250mm dia DI pipe
27.5
-
308.1
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)300mm dia
10
-
262.9
ii)250mm dia
10
-
192.4
iii)200mm dia
10
-
143.9
iv)150mm dia
10
-
98.9
v)125mm dia
20
-
68.5
vi)100mm dia
50
-
60.1
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