Public Works Department Tender
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Costs
EMD
₹ 18,402Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEWR_54999_1Tender No
NIeT No.14/EE/WRD/VI/KLS/24-25 Sl No.07Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
d) 160 mm dia
180
826
148757
e) 140 mm dia
150
646
96945
f) 110 mm dia
180
380
68497
g) 90 mm dia
150
272
40904
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.c.200x 160 mm dia
2
1157
2315
d) 160 x140 mm dia
2
888
1777
e 140 x 110 mm dia
4
731
2925
f) 110 x 90 mm dia.
3
597
1793
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.c.200 mm dia
1
276
277
d.160 mm dia
3
1434
4303
e) 140mm dia.
4
1249
4998
f) 110mm dia.
5
940
4704
g) 90mm dia.
4
838
3354
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. Unequal Tee g) 200 x 200 x 160 mm dia
1
2134
2134
h)200 x 200 x 140 mm. dia
1
1950
1950
i) 200x200x110 mm dia
1
1832
1833
j)160 x 160 x 140 mm. dia
2
1569
3140
k)160 x 160 x 110 mm. dia
2
1490
2982
l) 160 x 160 x 90 mm dia
2
1458
2918
m)140 x 140 x 110 mm dia
3
1335
4006
n)140 x 140 x 90mm dia
4
1290
5163
o)110 x 110 x 90 mm dia
4
1086
4345
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. c) 200x200x200 mm dia
1
2072
2072
d)160 x 160 x 160 mm dia
2
1614
3228
e) 140 x 140 x 140 mm dia
3
1345
4036
f)110 x 110 x 110 mm dia
3
1125
3377
g)90 x 90x 90 mm dia.
4
1012
4051
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
35
2864
100259
Centering and shuttering including strutting, propping, etc. and removal of formwork for Foundation, footing bases for columns 160 x 4 x 0.40 x 0.30= 57.60cum
16.8
303
5092
Providing and laying in position Cement Concrete of specified grade excluding the cost of centring and shuttering. All work up to plinth level4.1.13)1:3:6 (1 Cement: 3 fine sand: 6 graded well burnt brick aggregate 20 mm nominal size)
1.68
9938
16697
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 a)160 mm dia
1
306
306
b) 140 mm dia
1
186
187
c)110mm dia .
5
125
629
d)90mm dia .
5
104
521
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.b)150mm dia A. PN-1.6
2
6967
13935
c)125mm dia A. PN-1.6
3
5479
16440
Providing and fitting fixing UPVC tail piece with GI flange suitable for pipes complete with solvent cement as per CPWD specification and direction of the Engineer-in-charge.c)160 mm dia
4
765
3064
d)140mm dia
6
597
3585
Providing and fixing G.I. pipes of heavy class as per I.S. 1239 with latest amendment complete with G.I. fittings i/c trenching refilling cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer-in -Charge. a)125 mm dia nominal bore
12
1210
14531
b) 150 mm dia nominal bore
12
1890
22686
Supplying & 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, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
0.83
1177
972
Providing and laying in position Cement Concrete of specified grade excluding the cost of centring and shuttering. All work up to plinth level. a)1:3:6 (1 Cement: 3 fine sand: 6 graded well burnt brick aggregate 20 mm nominal size)
0.83
9938
8209
First class brick work in foundation and plinth in/c cost of materials as required complete. 6.1.3) In cement mortar 1:4 (1 cement : 4 fine sand). (Sluice valve chamber 1.00 m x 1.00 m) 30 x 2 x 1.00 x 0.25 x 0.78 = 7.02 cum 30 x 2 x 0.50 x 0.25 x 0.78 = 3.51 cum 17.55 cum
3.9
11410
44500
12 mm cement plaster of mix. In cement mortar 1:4 ( 1 cement: 4 fine sand)
56.25
224
12611
Neat cement punning.
56.25
56
3195
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