Public Works Department Tender
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Costs
EMD
₹ 14,402Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEDWS_15126_1Bid Award Id
ViewTender No
291/EE/PWD(DWS)/AMB/2020-21Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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B. For G.I. / C.I. / D.I. pipes in new work
a) In all kinds of soil
i)For pipes exceeding 90 mm dia but not exceeding 300 mm dia
220
-
99.8
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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 & direction of the Engineer-in-charge.
A. Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
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i. 40 mm OD.
250
-
72.8
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ii. 90 mm OD.
1000
-
220.1
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iii. 110 mm OD.
1900
-
301.7
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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).
-
-
-
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i) 15 mm dia.
300
-
42.7
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ii) 25 mm dia.
50
-
56
... More
Charges for 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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i) 100 mm dia.
220
-
104.3
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Providing and laying DI Special of class K-12 for suitable for push-on jointing as per IS-9523 as per CPWD Specification and direction of Engineer-in Charge
-
-
-
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i). Up to 300mm dia.
0.25
-
181392.2
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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 excluding the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i) 100 mm dia.
40
-
35.9
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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.
4
-
75.6
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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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i) 90 mm dia
3
-
246.1
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ii) 110 mm dia
3
-
293.3
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Providing,fixing and laying fabricated UPVC straight reducer confirming to IS:10124 (part-3)with solvent cement confirming to IS:14182 in/c testing of joints complete as per chapter-20 of CPWD specification & direction of the Engineering-in-charge.
-
-
-
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a)110 x 90mm dia
2
-
264.5
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Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) 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 x 90 mm dia
3
-
289.2
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ii) 110 x 110 mm dia
3
-
475.1
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Providing, fixing and laying fabricated UPVC end cap confirming to IS:10124 (part-4) with solvent cement confirming to IS:14182 in/c testing of joints complete as per chapter-20 of CPWD specification and direction of the Engineering-in-charge.
-
-
-
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a) 90mm dia
4
-
125.4
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b) 110 mm dia
2
-
147.3
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Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) 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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a) 90mm dia
4
-
313.2
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b) 110 mm dia
4
-
420.6
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Providing and 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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(a) 100 mm dia.{P.N-1.6}
3
-
4559.7
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(b) 80 mm dia.{P.N-1.6}
3
-
3417.6
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Making road crossing by horizantal boaring for smoothly lating of UPVC/CI/DI/GI pipe etc of requiered dia complete as per specification &direction of the Engineer in charge.
-
-
-
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B)By manual means
30
-
466.8
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Providing & fixing GI bend/elbow in the pipeline including testing of joints complete as CPWD specification & direction of incharge.
-
-
-
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i)15 mm dia
50
-
90.2
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ii)25 mm dia
5
-
133.1
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iii)40 mm dia
5
-
281.8
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iv)65 mm dia
2
-
985
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v)100 mm dia
2
-
1723.2
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Providing & fixing GI reducer in the pipeline including testing of joints complete as CPWD specification & direction of incharge.
-
-
-
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i) 25x15 mm
2
-
109.7
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ii) 40x25 mm
2
-
148.9
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iii) 40x15 mm
2
-
146.6
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iv)100x65 mm
2
-
473.6
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v) 80x40 mm
2
-
335
... More
Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
... More
i. 15x15x15 mm dia
2
-
107.8
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ii. 25x25x25 mm dia
2
-
181.1
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iii. 40x40x40 mm dia
2
-
243.1
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iv. 100x100x100 mm dia
2
-
996.7
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Providing and fixing of CI non-return valve of approved quality as per chapter clause 201 of CPWD and as per direction of Engineer in charge.
-
-
-
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(i) 65 mm dia.
1
-
3117.8
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Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge.
-
-
-
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(i) 15 mm dia.
50
-
26.45
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Providing & fixing GI full way valve as per CPWD specification & direction of the Engineer in charge
-
-
-
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i)40 mm dia
2
-
374.8
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ii)15 mm dia
2
-
170.6
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Providing & fixing bruss ferrule with CI cover conforming to IS:2692 in/c boaring and taping the main as per chapter 20 of CPWD specification and direction of Engineer in charge.
-
-
-
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i.10 mm nominal bore
50
-
296.3
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Providing & fixing of GI socket as CPWD specification & direction of incharge.
-
-
-
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i)15 mm dia
50
-
68.8
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Welding by gas or electric plant including transportion of plant at site etc. complete as per standard design.
1000
-
2.9
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Providing & fixing of GI union joints as per CPWD specification and direction of Engineer in charge
-
-
-
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(i) 15mm dia
50
-
98.5
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(ii) 25mm dia
5
-
167
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(iii) 40 mm dia
5
-
301.2
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Providing & fixing GI Nipple of medium class as per chapter 20 of CPWD specification and direction of Engineer in charge.
-
-
-
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(i) 15mm dia 75mm long
50
-
50.2
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(ii) 15mm dia 225mm long
5
-
58.6
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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.
-
-
-
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a) 10 mm nominal bore
50
-
296.3
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Providing & fixing GI pipes medium class as per IS 1239 with latest ammedment complete GI fitting in/c trenching & refilling cutting & making good the well etc. complete sa per CPWD specification & direction of the Engineer in charge.
A. External Work
-
-
-
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i) 40 mm dia nominal bore
150
-
432.5
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ii) 65 mm dia nominal bore
24
-
685.9
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Providing & fitting fixing GI flanged(10mmwall thickness) by welding with GI-MS pipe and placning position as per direction of the Engineer in charge.
-
-
-
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i) 100 mm dia
5
-
395.9
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ii) 65 mm dia
5
-
308.3
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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. -All kinds of soil
5
-
169.5
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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.
1.2
-
887.5
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:
1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)
1
-
7844.8
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Centering shuttering including struttings, propping etc. and removal of form work for:
5.9.1.1 Foundations, footings, bases for columns etc. for mass concrete with timber plank
10
-
268.9
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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:
1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
1.5
-
9607.7
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars
110
-
78.2
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First class brick work in foundation and plinth including cost of all materials as required complete:-
In cement mortar 1:4 ( 1 cement : 4 fine sand).
1.5
-
8888.4
... More
Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-
In cement mortar 1:4 ( 1 cement : 4 fine sand
10
-
1187.9
... More
12 mm cement plaster of mix
In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
25
-
174.8
... More
Neat cement punning.
20
-
45.1
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