Public Works Department Tender
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Costs
EMD
₹ 29,002Document 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
2024_CEWR_50476_1Tender No
NIeT No.04/EE/WRD/VI/KLS/24-25 Sl No.04Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
b) Pipe, cables etc. exceeding 200 mm diz but not exceeding 315 mm dia
138
16797
121.72
Providing and laying different dia rigid UPVC pipes of Working Pressure 2.5 kg/4.0 kg/sq.cm. complete with necessary coupler and solvent cement as per CPWD Specification & diection of Engineer-in-charge. [WR'2020 Item No. 1.10] a) 315 mm dia
30
96353
3211.76
b) 250 mm dia
48
99930
2081.88
c)200 mm dia
60
78811
1313.52
d) 160 mm dia
108
89254
826.43
e) 140 mm dia
120
77556
646.3
f) 110 mm dia
144
54798
380.54
g) 90mm dia.
144
39267
272.69
Providing and fixing C.I sluice valves (with cap ) complete with bolts, nuts, rubber insertions. (the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer-in-charge.[DWS'2015 Item No.2.26] a)200mm dia PN-1.6
3
36964
12321.4
150mm dia PN-1.6
4
29416
7354
125mm dia PN-1.6
5
30459
6091.8
Providing, fixing and laying fabricated UPVC tail pieces conforming to IS : 10124 (PART 6) with G.I flange ( 8mm thick) conforming to IS : 14182 including testing of joints as per CPWD specification and direction of the Engineer-in-charge.[DWS'2015 Item No.2.7] a)160mm dia
6
4477
746.2
b)140 mm dia
8
4628
578.5
c)110 mm dia
10
4306
430.6
Providing and fitting fixing of different dia rigid UPVC unequal Tee (including earth cutting & Back filling all socketed) suitable for pipes as per IS specification of working pressure 2.5/4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge. [WR'2023 Item No. 1.1] a) 315x315x250 mm dia
2
8887
4443.5
g)250x250x200 mm dia
2
5891
2945.63
h)250x250x160 mm dia
2
5436
2718.01
i) 250x250x140 mm dia
2
4929
2464.64
j) 250X250X110 mm dia
2
4756
2378.1
k)250x250x90 mm dia
2
4610
2304.84
l)200x200x160 mm dia
6
12805
2134.16
m)200x200x140 mm dia
4
7802
1950.46
n)200x200x110 mm dia
4
7331
1832.66
o)200x200x90 mm dia
3
5324
1774.76
p) 160 x 160 x 140 mm dia
12
18837
1569.78
q)160 x 160 x 110 mm. dia
12
17890
1490.83
r)160 x 160 x 90 mm. dia
14
20423
1458.82
s)140 x 140 x 110 mm. dia
14
18693
1335.19
t)140x140x90 mm dia
12
15488
1290.66
u)110 x 110 x 90 mm dia
12
13036
1086.32
Providing and fitting fixing of different dia rigid UPVC equal Tee (including earth cutting & Back filling all socketed) suitable for pipes as per IS specification of working pressure 2.5/4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge. [ WR'2023 Item No. 1.2] a) 315x315x315 mm dia
2
7550
3775.02
b)250x250x250 mm dia
2
5527
2763.53
c)200x200x200 mm dia
2
4144
2072.13
d)160 x 160 x 160 mm dia
10
16141
1614.06
e) 140 x 140 x 140 mm dia
10
13453
1345.29
f)110 x 110 x 110 mm dia
14
15758
1125.59
g)90 x 90x 90 mm dia.
14
14178
1012.7
Providing and fitting fixing rigid UPVC Reducing socket (one size lower at one end, both end socketted) suitable for pipes of Working pressure 2.5/4.0 kg/sq.cm. as per CPWD specification & direction of Engineer-in-charge. a)315x250 mm dia.
2
4201
2100.5
b)250x200 mm dia
2
3066
1532.87
c)200x160 mm dia
4
4629
1157.3
d) 160 x140 mm dia
6
5331
888.49
f) 140 x 110 mm dia
8
5850
731.31
g) 110 x 90 mm dia.
8
4781
597.61
Labouir charge for dismamtaling existing GI Hydrantin/c necessary earth workand demolishing of cement concrete gruting and cleaning inside blockage/repairing by welding etc complete as per CPWD specification and direction of the Engineer-in-charge
15
900
60
Providing and fitting fixing of G.I hydrant suitable for PVC pipes as per standard specification complete as per direction of Engineer-in-charge (Rate excluding the cost of NTP control valve). 80x50 mm dia [ WR'2023 Item No.1.8]
30
85937
2864.55
Centering and shuttering including strutting, propping, etc. and removal of formwork for[SOR'2023 CODE No.4.4] 4.4.1) Foundation, footing bases for columns
14.4
4365
303.1
Providing and laying in position Cement Concrete of specified grade excluding the cost of centring and shuttering. All work up to plinth level[SOR'2023 CODE No.4.1] 4.1.13)1:3:6 (1 Cement: 3 fine sand: 6 graded well burnt brick aggregate 20 mm nominal size)
1.44
14312
9938.6
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 as per CPWD specification and direction of the Engineer-in-charge [DWS'2020 Item No.2.3] c)110mm dia .
5
737
147.3
d)90mm dia .
5
627
125.4
Providing & fitting fixing rigid UPVC bend (30 degree, 45 degree, 60 degree, 90 degree ) for UPVC pipes as per IS specification of Working pressure 2.5/4.0 kg/sq.cm as per CPWD specification & direction of Engineer-in-charge. a) 315 mm dia
1
5633
5632.94
b)250 mm dia
1
3947
3947.12
c)200 mm dia
1
2761
2760.68
d) 160mm dia.
3
4303
1434.49
e) 140mm dia.
3
3749
1249.54
f) 110mm dia.
5
4704
940.88
g) 90mm dia.
4
3354
838.59
Dismentaling of sluice valve and refitting fixing the same bt earth cutting and repairing etc complete as per direction of Engineer-in-charge. a)250 mm dia
1
550
550
b)200 mm dia
1
400
400
c)150 mm dia
2
700
350
Supplying & fitting fixing CI spandle with GI Top out and removal wheel dfferent dia sluice valve. A) 250 mm dia
1
800
800
b)200 mm dia
1
755
755
c)150 mm dia
1
655
655
d)125 mm dia
1
565
565
providing and fixing GI pipres of heavy class as per IS1239 with latest amendment complete with GI fittingin/c trenching ,refilling cutting and making good the walls etc.as per direction of the Engineer-in-charge.
b) 150 mm dia nominal bore
24
45372
1890.5
Providing & fitting fixing Rubber flange washer 6 mm thick at site of work of approved quality. [WR'2023 Item No.3.19] a) 125 mm dia.
10
1138
113.78
b) 150 mm dia.
10
1422
142.23
Providing fixing MS bolts in/c nuts and washers complete as per standard design. 1) upto 300 mm length
5
698
139.5
Supplying & filling in plinth under floors, foundations etc with sand (fine) from local quarry with all lifts in/c spreading in horizontal layers, watering, ramming, consolidating and compacting each layer by using olate compactor or by any suitable method complete. [SOR'2023 code No. 2.19]
2.7
3179
1177.3
providing and laying in position cement Concrete of specified grade excluding the cost of centring and shuttering. All work up to plinth level[SOR'2020 CODE No.4.1] 4.1.13)1:3:6 (1 Cement: 3 fine sand: 6 graded well burnt brick aggregate 20 mm nominal size
2.7
26834
9938.6
first class brick work in foundation and plinth in/c cost of materials as required complete. SOR'2020 CODE No. 6.11] 6.1.2) in cement mortar 1:4 (1 cement:4 fine sand). (sluice valve chamber 1.00m x 2 x 1 x0.25 x 0.78 =7.02
15
147678
9845.2
12 mm cement plaster of mix in cement mortar(1:4)
65.16
14609
224.2
neat cement punning [SOR'2023 CODE No. 12.5]
65.16
3701
56.8
Providing and fitting fixing of MS shore manifold made with 3mm thick MS sheet of size one way 315 mm dia & 3 way 125 mm dia made with suitable flenge in/c coating with sheet primer in/c proper alignment with pipe line & earth cutting ,backfilling complete as per direction of Engineer-in-charge.
2
39785
19892.74
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