Public Works Department Tender
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Costs
EMD
₹ 31,456Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEWR_52679_1Tender No
NIeT No.08/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
Excavating trenches of required width for pipes cable etc. in/c excavation for socket and dressing of sides ramming of bottoms, depth minimum 1.25m in/c getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cm in depth in/c consolidating each deposited layer by ramming ,watering etc.and disposing of surplus excavated soil as directed within a lead of 50 m as per CPWD specification & direction of the Engineer-in charge. A) In all kind of soil [WR'2020 Item No.1.5] a) Pipe, cables etc. exceeding 75 mm dia but not exceeding 160 mm dia
740
60162
81.3
b) Pipe, cables etc. exceeding 200 mm diz but not exceeding 315 mm dia
100
12172
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'2023 Item No. 1.9] a) 315 mm dia
36
115623
3211.76
b) 250 mm dia
36
74948
2081.88
c)200 mm dia
36
47287
1313.52
d) 160 mm dia
120
99172
826.43
e) 140 mm dia
180
116334
646.3
f) 110 mm dia
180
68497
380.54
g) 90mm dia.
240
65446
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'2023 Item No.2.26] a)200 mm dia PN-1.6
1
16789
16789.2
150mm dia PN-1.6
1
8239
8238.6
125mm dia PN-1.6
2
13324
6662.1
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'2023 Item No.2.6] a)160mm dia
4
3613
903.3
b)140 mm dia
4
2790
697.6
c)110 mm dia
4
2060
515.1
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'2023Item No. 1.1] a) 315x315x250 mm dia
1
4444
4443.5
g)250x250x200 mm dia
1
2946
2945.63
h)250x250x160 mm dia
1
2718
2718.01
i) 250x250x140 mm dia
1
2465
2464.64
j) 250X250X110 mm dia
1
2378
2378.1
k)250x250x90 mm dia
1
2305
2304.84
l)200x200x160 mm dia
2
4268
2134.16
m)200x200x140 mm dia
2
3901
1950.46
n)200x200x110 mm dia
2
3665
1832.66
o)200x200x90 mm dia
2
3550
1774.76
p) 160 x 160 x 140 mm dia
2
3140
1569.78
q)160 x 160 x 110 mm. dia
2
2982
1490.83
r)160 x 160 x 90 mm. dia
2
2918
1458.82
s)140 x 140 x 110 mm. dia
2
2670
1335.19
t)140x140x90 mm dia
2
2581
1290.66
u)110 x 110 x 90 mm dia
2
2173
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
1
3775
3775.02
b)250x250x250 mm dia
1
2764
2763.53
c)200x200x200 mm dia
1
2072
2072.13
d)160 x 160 x 160 mm dia
1
1614
1614.06
e) 140 x 140 x 140 mm dia
1
1345
1345.29
f)110 x 110 x 110 mm dia
2
2251
1125.59
g)90 x 90x 90 mm dia.
2
2025
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
2
2315
1157.3
d) 160 x140 mm dia
2
1777
888.49
f) 140 x 110 mm dia
2
1463
731.31
g) 110 x 90 mm dia.
2
1195
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
30
1800
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.1.7]
100
286455
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
48
14549
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 4.1.13)1:3:6 (1 Cement: 3 fine sand: 6 graded well burnt brick aggregate 20 mm nominal size)
0.96
10148
10570.6
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'2023 Item No.2.3] c)110mm dia .
6
1048
174.6
d)90mm dia .
6
892
148.7
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. [WR'2023 Item No.1.4] a) 315 mm dia
1
5633
5632.94
b)250 mm dia
1
3947
3947.12
c)200 mm dia
2
5521
2760.68
d) 160mm dia.
2
2869
1434.49
e) 140mm dia.
2
2499
1249.54
f) 110mm dia.
2
1882
940.88
g) 90mm dia.
2
1677
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
1
350
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
12
28565
2380.4
Providing & fitting fixing Rubber flange washer 6 mm thick at site of work of approved quality. [WR'2023 Item No.3.21] 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. [SOR'2023 CODE No.9.18] 9.18.1) upto 300 mm length
20
2790
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]
1.35
1589
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'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
0.68
7135
10570.6
first class brick work in foundation and plinth in/c cost of materials as required complete. SOR'2023 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
3.75
36920
9845.2
12 mm cement plaster of mix in cement mortar(1:4)
33.75
7567
224.2
neat cement punning [SOR'2023 CODE No. 12.10]
86.88
4935
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.
5
99464
19892.74
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