Public Works Department Tender
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Costs
EMD
₹ 3,957Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEDWS_14782_1Bid Award Id
ViewTender No
184/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
Class - 3 ( working pressure 6.0 kg / cm2)
i) 40 mm OD
400
-
72.8
ii) 90 mm OD
400
-
220.1
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).
-
-
-
i)15 mm dia
200
-
42.7
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.
-
-
-
i) 80 mm P.N 1.6
2
-
3417.6
Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
External work. i) 40 mm dia. nominal bore
24.4
-
432.5
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.
-
-
-
i) 40 mm dia
5
-
134
iii) 90 mm dia
5
-
246.1
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.
-
-
-
i)40 x 40 mm dia
5
-
192.9
iii) 90 x 90 mm dia
5
-
289.2
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i)15 mm dia
5
-
68.8
ii)40 mm dia
3
-
99.2
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i)15 mm dia
5
-
98.5
ii)40 mm dia
3
-
301.2
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
5
-
90.2
ii)40 mm dia
5
-
281.8
Providing & fixing GI Nipple of medium class as per chapter 20 of CPWD specification and direction of Engineer in charge.
-
-
-
i)15mm dia 75 mm long
5
-
50.2
Providing & fixing bruss ferrule with CI cover conforming t0 IS:2692 in/c boaring and taping the main as per chapter 20 of CPWD specification and direction of Engineer in charge.
i)10 mm dia
5
-
296.3
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.
i)15 mm dia
5
-
97.3
Providing, fixing and laying fabricated UPVC socket / couper confirming to IS:10124 (part-2) with solvent cement confirming to IS:14182 in/c testing of joints complete as per CPWD specification & direction of the Engineering-in-charge.
-
-
-
a) 90 mm dia
10
-
182.5
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.
-
-
-
a) 90mm dia
3
-
125.4
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.
-
-
-
a) 90mm dia
5
-
313.2
Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 40x15 mm dia
10
-
146.6
ii) 80x65 mm dia
2
-
337.3
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.
-
-
-
i)40 x 40 x 40 mm dia
5
-
243.1
ii)80 x 80 x 80 mm dia
5
-
707.2
Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in -charge.
-
-
-
i) 80 mm dia
1
-
3346.9
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.
By manual means
30
-
466.8
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
5X500 ltr= 2500 ltr
2500
-
10
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
5.67
-
169.5
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.
0.5
-
887.5
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering.
1:5:10 ( 1 Cement: 5 fine sand : 10 graded well burnt brick aggregate 40 mm nominal size)
All work upto plinth level
1
-
7288.4
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
-
9306.1
Centering shuttering including struttings, propping etc. and removal of form work for:
iii)Foundations, footings, bases for columns etc.for mass concrete with timber plank
42
-
268.9
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position i)Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars
75
-
78.2
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 ).
8.5
-
8888.4
12 mm cement plaster of mix
Cement mortar 1:4 ( 1 cement : 4 fine sand )
60
-
174.8
Neat cement punning.
60
-
45.1
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