Public Works Department Tender
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Costs
EMD
₹ 23,089Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEWR_53009_1Bid Award Id
ViewTender No
NIeT No.09/EE/WRD/VI/KLS/24-25 Sl No.04Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
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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
60
4878
81.3
b) Pipe, cables etc. exceeding 200 mm diz but not exceeding 315 mm dia
492
59886
121.72
labour Charge for laying of 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.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 .a)315 mm dia
18
367
20.4
b) 250 mm dia
60
886
14.76
c)200 mm dia
90
1317
14.63
d) 160 mm dia
102
1258
12.33
e) 140 mm dia
120
1445
12.04
f) 110 mm dia
120
1397
11.64
g) 90mm dia.
120
1366
11.38
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
12
23075
1922.94
b) 250 mm dia
18
21916
1217.56
c)200 mm dia
18
8909
494.95
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
2
24643
12321.4
150mm dia PN-1.6
2
14708
7354
125mm dia PN-1.6
2
12184
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
2
1492
746.2
b)140 mm dia
6
3471
578.5
c)110 mm dia
6
2584
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
3
8435
2811.82
b)315x315x200 mm dia
3
7384
2461.48
c)315x315x160 mm dia
3
7024
2341.22
d)315x315x140 mm dia
5
11395
2279.09
e)315x315x110 mm dia
5
10703
2140.61
f)315x315x90mm dia
5
9893
1978.69
g)250x250x200 mm dia
5
9508
1901.69
h)250x250x160 mm dia
5
9047
1809.42
i) 250x250x140 mm dia
7
11620
1660.06
j) 250X250X110 mm dia
7
11358
1622.64
k)250x250x90 mm dia
7
11078
1582.53
l)200x200x160 mm dia
7
8822
1260.33
m)200x200x140 mm dia
7
8060
1151.38
n)200x200x110 mm dia
7
7768
1109.68
o)200x200x90 mm dia
7
7588
1084.02
p) 160 x 160 x 140 mm dia
6
6155
1025.75
q)160 x 160 x 110 mm. dia
6
5964
994.04
r)160 x 160 x 90 mm. dia
6
5894
982.4
s)140 x 140 x 110 mm. dia
5
4657
931.47
t)140x140x90 mm dia
5
4552
910.35
u)110 x 110 x 90 mm dia
5
4154
830.85
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
5
12538
2507.64
b)250x250x250 mm dia
5
9389
1877.87
c)200x200x200 mm dia
5
6138
1227.63
d)160 x 160 x 160 mm dia
6
6471
1078.45
e) 140 x 140 x 140 mm dia
6
5586
930.94
f)110 x 110 x 110 mm dia
6
5101
850.15
g)90 x 90x 90 mm dia.
6
4764
793.93
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.
5
6908
1381.69
b)250x200 mm dia
5
4775
955.02
c)200x160 mm dia
5
3471
694.13
d) 160 x140 mm dia
10
5757
575.72
f) 140 x 110 mm dia
10
5076
507.62
g) 110 x 90 mm dia.
10
4475
447.54
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
50
3000
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]
120
261692
2180.77
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
57.6
13743
238.6
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)
5.76
50032
8686.1
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 .
10
1257
125.7
d)90mm dia .
10
1042
104.2
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
5
17930
3586.04
b)250 mm dia
5
12682
2536.43
c)200 mm dia
5
7098
1419.58
d) 160mm dia.
10
8812
881.17
e) 140mm dia.
10
8009
800.89
f) 110mm dia.
10
6765
676.47
g) 90mm dia.
10
6258
625.81
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
10
5500
550
b)200 mm dia
10
4000
400
c)150 mm dia
10
3500
350
Supplying & fitting fixing CI spandle with GI Top out and removal wheel dfferent dia sluice valve. A) 250 mm dia
2
1600
800
b)200 mm dia
2
1510
755
c)150 mm dia
4
2620
655
d)125 mm dia
4
2260
565
Labour charge for fitting fixing of CI sluice valve class -I with cap complete by providing nuts and bolts, 3mm thick rubber insertion etc (tail piece if reqiuired will be paid separately) ( only C.I. Sluice valve class - I with will be supplied by deptt. at free of cost).as per direction of the Engineer-in-charge.
b) 150 mm dia nominal bore
1
902
901.95
c)125 mm dia nominal bore
1
889
888.57
Labour charge for laying G.I pipe conforming ISI 161.3589 & 1239 including fitting fixing complete as per direction of Engineer-in-charge. [WR'2023 Item No.3.19] a) 125 mm dia.
6
292
48.65
b) 150 mm dia.
6
300
50
Labour charge for cherra/Road crossing with G.I pipe as per direction of the Engineer-in-charge 150mm dia
6
210
35
b) 125mm dia
6
180
30
Providing and fixiing G.I pipes of heavy class as per I.S . 1239 with latest amendment complete with G.I. Fitting i/c trenching refilling cutting and making good the walls etc. complete s per chapter 20 of CPWD specification and direction of the Emgineer in charge a) 125mm dia nominal bore
12
14531
1210.9
b) 150 mm dia nominal bore
12
17077
1423.1
Providing & fitting fixing rubber flange washer 6 mm thick at site fo work of approved quality a) 125mm dia
10
910
90.98
150 mm dia
10
1137
113.72
Providing fixing MS bolts in/c nuts and washers complete as per standard design. Upto 300mm lengtth
5
535
107
Supplyiing & filling in plinth under floors, foundations etc with sand (fine) from local quarry with all lifts in/c spreading in horizontal layers. Watering , grading to required slope, ramming, consolidation and compacting each layer by using plate compactor or by any suitable method complete.
2.64
2344
887.5
Providing and laying in position Cement Concrete of specified grade excluding the cost of centring and shuttering. All work up to plinth level ( 1 cement : 3 fine sand: 6 graded well burnt brick aggregate 20mm nominal size)
2.64
22945
8686.1
First class brick work in foundation and plinth in/c cost of materials as required complete. In cement motar 1:4 (1 cement : 4 Fine sand).
9.36
83195
8888.4
12 mm cement plaster of mix. In cement mortar 1:4 ( 1 cement : 4 fine sand)
86.88
15187
174.8
Neat Cement punning
86.88
3918
45.1
Providing and fitting fixing of M.S shore manifold made with 3mm thick MS sheet of size one way 315 mm dia & three way 125mm dia made with suitable flange (all end) including coating with sheet primer (tailpiece if required will be paid separately) including proper alignment with pipe line & earth cutting, backfilling complete as per direction of Engineer-in-charge.
1
17803
17803
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