Public Works Department Tender
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Costs
EMD
₹ 20,945Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEDWS_18307_1Bid Award Id
ViewTender No
288/EE/PWD(DWS)/AMB/2020-21 (2nd CaLL)Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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 ).
11.46
-
8888.4
First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-
6.3.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ).
44
-
10136.49
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-
-
-
-
In Cement mortar 1:4 ( 1 cement : 4 fine sand )
18
-
1363.1
Providing and placing of GI pipe over the pump house on top portion of the RCC coloum as per specification and the direction of the Engineer in charge.
-
-
-
150mm dia
18.3
-
1414.3
Providing and fixing in position 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide sufficiently long at the top and bottom respectively, channels & with bolts, nuts, rivets, locking arrangement, stoppers, handles, hold fast including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required.
1.38
-
4159.3
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.
-
-
-
Fixed to steel windows by welding
20
-
122.3
12 mm cement plaster of mix
-
-
-
Cement mortar 1:4 ( 1 cement : 4 fine sand )
145.6
-
174.8
Neat cement punning.
145.6
-
45.1
Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size)
10
-
162.4
Steel work in built up tubular trusses includng cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete as required:-
-
-
-
Hot finished welded type tubes
80
-
122.9
Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
-
-
-
0.63 mm thick with zinc coating not less than 275 gm / m2
8.75
-
859.9
Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete.
-
-
-
40 mm thick
3
-
526.4
Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.
12.27.1 Water thinnable cement primer
52
-
37.5
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.
4X10000 ltr= 40000 ltr
40000
-
10
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), tripple pole with Neutral link (TPN), current range 100 amps, 415/500 volt, L&T/Havells/HPL make etc complete as per specification and direction of the Engineer-in-charge.
-
-
-
iI) 32 amps (SBDTW)
4
-
4294.1
Providing and fitting fixing Single phasing preventor+selectable under voltage +selectable over voltage on delay 5 sec & off delay 15 sec phase asymmetry 10% L & T /BCH/HAVELS/Siemens etc. make complete as per specification and direction of the Engineer-in-charge.
4
-
1664.2
Supplying & fitting fixing of panel box of M.S. sheet with locking arrangement comprise with starter , main Switch, busber Volt Meter selector switch etc. inside the box in/c. service connection within 50.00 mtr. length from LT line with roof for rain water protection and 4(four) nos. stand by c.c. work in all respect as per direction of the Engineer in Charge (excluding the cost of starter and main switch).
4
-
4500
Supplying and installation of water lubricated subermissible pump of Havels/KSB/Kirlaskar/Duke make(Model No. DSP4RFH05) having capacity 2000 GPH at total head of 45 mtr. Coupled with submerssible motor suitable for 240 volts (+10% verification) single phase 50 HP. AC suppluy DOL starting method to run at 2880 RPM along with 35 mtr. 2.5sqm, PVC insulated 3 core flat cable conforming to IS code and cable in/c fitting , fixing and lowering 40 mm dia GI pipe upto 100 ft.(30 mtr) etc. complete as per direction of the Engineer-in-charge (required 40 mm dia GI pipe will be supplied by the Dept. at free of cost)
5
-
31047.9
Providing & fitting fixing of different capacity 230 volt, single phase submersible pump starter BCH/L&T,AB make as per specification & direction of the Engineer-in-charge.
i) 2 HP
5
-
5137
Providing and fitting fixing with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge.2.50 sqmm
120
-
137.5
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm including getting out the excavated soil and backfilling 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 Pipe for new work a.In all kinds of soil
i) For pipes not exceeding 90 mm dia
2000
-
65.3
B)For G.I. / C.I. / D.I. pipes in new work
i) For pipes not exceeding 90 mm dia
100
-
74.9
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.
-
-
-
i)80 mm dia Ductile Iron Class K-7 pipes.
100
-
1390.4
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.
Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
i) 40 mm OD
400
-
72.8
ii) 90 mm OD
1500
-
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
100
-
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 mmP.N 1.6
5
-
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 nominal bore
24
-
432.5
i) 65 mm nominal bore
30
-
655.5
ii) 80 mm dia. nominal bore
60
-
808.2
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
10
-
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
10
-
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
10
-
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
10
-
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
10
-
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 GI full way valve as per CPWD specification & direction of the Engineer in charge.
-
-
-
i) 40 mm dia
5
-
374.8
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i)80 mm dia
10
-
56.7
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
10
-
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
2
-
3346.9
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