Public Works Department Tender
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Costs
EMD
₹ 97,883Document 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_CEDWS_49058_1Bid Award Id
ViewTender No
02/SE/DWS/C/AMB/2024-25 (2nd Call)Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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B) For GI/CI/DI pipes in new work.
a) In all kinds of soil. ii) For pipes exceeding 90mm dia. but not exceeding 300mm dia.
297
39739
133.8
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Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge A. Class - 3 ( working pressure 6.0 kg / cm2)
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-
-
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i) 90 mm OD
2100
569940
271.4
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ii) 110 mm OD
2160
803736
372.1
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iii) 140 mm OD
2430
1489104
612.8
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Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately).
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-
-
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i. 15mm dia
600
34380
57.3
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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 complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 90 mm dia.
8
1190
148.7
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ii) 110 mm dia.
1
175
174.6
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Providing, fixing and laying fabricated UPVC equal tee conforming to IS:10124 (Part 5) with solvent cement conforming to IS :b 14182 including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.
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-
-
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i) 90 x 90 mm dia.
4
1409
352.2
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ii) 110 x 110 mm dia.
4
2322
580.4
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iii) 140 x 140 mm dia.
4
3272
818
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Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 (Part 3) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
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i) 110 x 90 mm dia.
8
2569
321.1
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ii) 140 x 110 mm dia.
8
3414
426.8
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Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS:10124 (part 8/9/10/11/12/13) with solvent cement conforming to IS: 14182 including testing of joints complete as per CPWD specification and direction of the Engineer- In Charge.
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-
-
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i) 90 mm dia.
4
1195
298.7
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ii) 110 mm dia.
4
1426
356.4
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iii) 140 mm dia.
3
1400
466.8
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Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
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-
-
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i) 100 mm dia Ductile Iron Class K-7 pipes.
297
552747
1861.1
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Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge.
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-
-
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i) 100 mm dia.
54
5060
93.7
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Providing and laying D.I. special of class K-12 suitable for push-on jointing as per IS:9523 as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
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i. Upto 300 mm dia
1
238571
238571.3
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Making road crossing by horizontal boring for smooth laying of UPVC / Cl/ DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge.
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-
-
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i. By mechanical means
60
24462
407.7
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Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer- in – charge.
-
-
-
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i) 100 mm dia.
6
593
98.8
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Providing & fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) as per CPWD specification and direction of the Engineer - in - charge
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-
-
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ii) 100 mm dia. PN-1.6
4 Nos Sluice Valves for 3 nos scheme, 3x4= 12 Nos
12
66733
5561.1
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Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge.
a) 10 mm nominal bore
120
43008
358.4
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Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
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-
-
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i) 15 mm dia
240
31440
131
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Providing & fixing UPVC Service Saddle as per CPWD Specification and direction of the Engineer-in-charge.
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-
-
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i. 140 mm dia with 15 mm dia opening
20
11794
589.7
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ii. 110 mm dia with 15 mm dia opening
20
10564
528.2
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iii. 90 mm dia with 15 mm dia opening
10
4477
447.7
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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.
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-
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a) All Kinds of Soil
For Consruction of Sluice Valve Chamber,
12x1.50x1.50x1.30= 35.10 cum
35.1
8129
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.
For Consruction of Sluice Valve Chamber,
12x1.50x1.50x0.10= 2.70 cum
2.7
3179
1177.3
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.
a) All work upto plinth livel
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-
-
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i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
For Consruction of Sluice Valve Chamber,
Base Slab- 12x1.0x1.0x0.10= 2.70 cum
1.2
13627
11355.7
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ii) 1 : 4 : 8 ( 1 cement : 4 fine sand : 8 graded well burnt brick aggregate of 40 mm nominal size) For Consruction of Sluice Valve Chamber,
12x1.50x1.50x0.10= 2.70 cum
2.7
24246
8980
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Centering shuttering including struttings, proppingetc. and removal of form work for:
-
-
-
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i) Foundations, footings, bases for columns
7.2
2182
303.1
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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work upto plinth level:
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-
-
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i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size
2.7
29917
11080.4
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Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
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i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
7.2
2404
333.9
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth Level level
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-
-
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i) Thermo-Mechanically Treated bars of gradeFe-500D or more
237.34
24659
103.9
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First class brick work in foundation and plinth including cost of all materials as required complete:
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-
-
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i) In cement mortar 1:4 ( 1 cement : 4 fine sand )
15
147678
9845.2
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12 mm cement plaster of mix.
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-
-
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i) In cement mortar 1:4 (1 cement : 4 fine sand)
75
16815
224.2
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Neat cement punning.
75
4260
56.8
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