Public Works Department Tender
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Costs
EMD
₹ 97,154Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Jjm Scheme Under Karbook And Silachari Rd Block/sh- Providing And Fitting Fixing Of Pump-motor Set, Electrical Equipments In Ms (18swg) Kiosk And Providing ,laying Of Delivery Pipeline And Commission Etc At Different Locations Under Under Dws Sub-div
Description
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Contact
Tender Id
2024_CEDWS_51335_1Tender No
30/EE/DWS/AMP/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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BOQ Items
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Providing and fitting fixing of single phase motor starter panel unit 3.0 HP capacity comprising with 2 pole conductor, over load relay, capacitor, volt meter, amps meter of BCH/L&T make with necessary copper wire etc. complete as per specification and direction of the Er-in-charge.
15
66113
4407.55
... More
Providing and fixing G.I. pipes of medium class as per IS: 1239 with latest amendment complete with G.I. fittings and clamps, including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-charge. A. Internal work - Exposed on wall ( i ) 40 mm dia nominal bore
720
445608
618.9
... More
Providing and fixing fixing of housing clamp ( made with 12 mm thick MS sheet) alongwith well cap ( made with 10 mm thick MS sheet) with necessary arrangements for SBDTW as per CPWD specification and direction of the Engineer-in-charge. i ) 150 mm dia
15
58643
3909.5
... More
Excavating trenches of required width for pipes,cables etc. including excavation for sockets, dressing of sides where required, ramming of bottoms, depth up to 1500 mm (slpoe-1 in 200) including getting out the excavated soil and bacfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per chapter-2 of CPWD specification and direction of the Engineer-in-charge. A) For UPVC pipes in new work …….a)In all kinds of soil i)For pipes not exceeding 90 mm dia.
15000
1314000
87.6
... More
Providing, fixing and laying rigid UPVC pipes cinforming to IS: 4985 jointing with couplers, of same class conforming to IS: 10124 Pt- II ) solvent cement conforming to IS: 14182 including testing of joints complete( but excluding the cost of specials like bends, tees, etc which will paid separately) as per CPWD specification and direction of the Engineer-in charge..... A) Class-3( Working pressure 6.0kg/cm2 ). i) 40 mm OD
1500
134700
89.8
... More
Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer-in-charge.( cost of earth work and fittings will be paid separately) a) 15 mm dia
1500
85950
57.3
... More
b) 25 mm dia
1500
112050
74.7
... More
c) 32 mm dia
10500
874650
83.3
... More
Providing and fixing brass ferrule with CI cover conforming to IS: 2692 in/c boring and tapping the main as per CPWD specification and direction of the Er-in-charge. i) 15 mm nominal bore.
150
57405
382.7
... More
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-charge. i) 15 mm dia
150
19650
131
... More
ii) 25 mm dia
75
16275
217
... More
iii) 32 mm dia
75
29033
387.1
... More
Providing and fixing G.I. bend/elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. i) 15 mm dia
150
15720
104.8
... More
ii) 25 mm dia
75
11903
158.7
... More
iii) 32 mm dia
150
35175
234.5
... More
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer-in-charge. i) 15 mm dia
150
11790
78.6
... More
ii) 25 mm dia
75
6765
90.2
... More
iii) 32 mm dia
75
9255
123.4
... More
Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer-in-charge. i) 25 mm dia
30
10260
342
... More
ii) 32 mm dia
30
12498
416.6
... More
iii) 40 mm dia
15
7056
470.4
... More
Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification and direction of the Engineer-in-charge. I ) by manual means
135
83606
619.3
... More
Providing and fixing G.I. Equal Tee with the pipeline in/c. testing of joints completen as required as per specification and direction of the Engineer-in charge. i) 25x25x25 mm dia
75
15968
212.9
... More
ii) 32x32x32 mm dia
150
37845
252.3
... More
iii) 40 x 40 x 40 mm dia
30
8679
289.3
... More
Providing and fixing G.I. Unequal Tee with the pipeline in/c. testing of joints completenas required as per specification and direction of the Engineer-in charge. i) 25x25x15 mm dia
75
13350
178
... More
ii) 32x32x25mm dia
150
32385
215.9
... More
iii) 40 x 40 x 25 mm dia
75
19185
255.8
... More
Providing and fixing G.I. reducer with the pipeline in/c. testing of joints completen as required as per specification and direction of the Engineer-in charge. i)25x15 mm dia
75
9330
124.4
... More
ii) 32x25 mm dia
75
11340
151.2
... More
iii)32 x 15 mm dia
75
11115
148.2
... More
iv) 40 x 25 mm dia
75
12908
172.1
... More
Earth work in excavation by mechanical means(Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All Kinds Of soil
9
2084
231.6
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Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including 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.
1.5
1766
1177.3
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All Works Upto plienth level i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
7.5
80570
10742.6
... More
12 mm cement plaster of mix : i ) Cement mortar 1:4 (1 cement : 4 fine sand )
15
3363
224.2
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Neat cement punning .
15
852
56.8
... More
providing and fixing in position PVC hydrant post of 110 mm dia and 1000 mm long with cement conc. 1:5:10 (1 cement :5 fine sand :10 graded brick aggregate 1st class 40 mm nominal size) inside the post, 300 mm shall be keep bellow ground level in/c providing in embedding 15 mm dia union 1no, 150 mm long nipple 2 nos ci along handle bib cock 1 no in painting the pipe with water coating proffing paint and necessary items with earth work in/c refilling complete as per cpwd specification and direction of the engineer in charge.
150
203384
1355.89
... More
providing and fixing RCC platform of size 900x900x75mm with curve of size 50 x50mm keeping and opening of 100mm long in a suitable place for draining out of water (made with cement concrete 1:2:4 ( 1 cement :2 sand :4 brick agg first class 20mm nominal size) & steel reinforcement (TMT bars ) 6nos, 8 mm dia in both direction in/c plastering the exposed surface with 12 mm thick mortar 1:3 (1 cement :3 sand) finished with a floating coat of neat cement ) complete with all earth work required including refilling as per CPWD specification and direction of the engineer in charge.
150
302156
2014.37
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