Public Works Department Tender
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Costs
EMD
₹ 23,733Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEDWS_18053_1Bid Award Id
ViewTender No
377/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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A) ‘CM’ Casing pipe.
i) 150mm dia.
60
-
1058
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ii) 100mm dia.
80
-
486.2
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B) RS Pipe.
i) 100mm dia.
60
-
762.5
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Providing and fixing of UPVC end cap suitable for UPVC ‘CM’ casing or ‘CS’ casing or ‘RS’ pipes as per specification and direction of the Engineer-in-charge.
100mm dia. (1x1 No. =01 No.)
2
-
449.5
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Providing and fixing of UPVC reducer suitable for UPVC ‘CM’ casing or ‘CS’ casing or ‘RS’ pipes as per specification and direction of the Engineer-in-charge.
150x100mm dia. (1x1 No. =01 Nos.)
2
-
869.1
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Providing and Shrouding of the deep tube well assembly with washed pea gravels ( 2.0 - 4.75 mm effective size ) as per specification ( IS : 4097) and direction of the Engineer - in - charge.
ii. pea gravels obtained from Golaghat, Assam.
9
-
12591.6
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Providing and fixing G.I. pipes medim class as per IS : 1 239 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.A. External work.
iii)50 mm dia. nominal bore
500
-
515.8
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Providing and fixing of housing clamp (made with 12 mm thick MS sheet) by welding with blind pipe including applying of anticorrosive bitumastic paint as per specification (IS : 2800 (Part-I)) and direction of the Engineer-in-charge.
150 mm dia.
3
-
3033.4
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Washing and development of tube well by using hand pump or by any suitable method and testing of wall as per specification and direction of the Engineer-in-charge
300
-
35.5
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Providing and lowering of submersible pump of 45 Mt. head with suitable Single phase submersible motor including additional 32 mtr. submersible 3 core coper flat cable (2.5 mm2 size) along with 40 mm GI pipe (medium class) both end welded with 8 mm thick GI flange (maximum length of each column pipe is 3 mtr. and total 21 mtr. long column assembly) including fitting fixing of necessary rubber insertion, 900 GI single end flange bend, GI flange short piece, GI tailpiece and 100 mm x 40 mm GI reducing socket, 100 mm dia. CI non-return Valve etc. complete in respect as per direction of the Engineer-in-charge.
a). 2000 GPH capacity submersible pump with 3 HP submersible motor.
3
-
47741
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Providing and fixing GI Socket as per CPWD specification and direction of the Engineer-in-charge.
i) 50 mm OD
6
-
127
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Providing and fixing GI Union as per CPWD specification and direction of the Engineer-in-charge.
ii) 50 mm dia
6
-
383.4
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Providing and fitting, fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer-in-charge.
iv). 50 mm nominal bore
4
-
2888.8
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Supplying and fitting fixing of 32 Amps single phase main switch of BCH/L&T Havel's make in/c cost of necessary copper wire wiring complete as per direction of the Engineer-in charge.
3
-
1394.93
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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
180
-
143.2
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Supplying & fitting fixing of panel box of MS sheet with locking arrangement comprises with starter, main switch, busber voltmeter, selector switch etc. inside the box in/c sercice connection within 50mtr length from LT line with roff for rain water protection and 4(four) noos. stand by CC works in all respect as per direction of the Engineer-in-charge.
3
-
4500
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Supplying & fitting fixing of single phase motor starter unit (with 2 pole contactor, overload relay, volt meter & amps meter), 32 amps main switch (220 volt) of Havels/ BCH/L&T make in KIOSK including necessary electric wiring and GI pipe earthing etc. complete as per direction of the Engineer-in-charge.For 3 HP submersible motor.
4
-
6365
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Excavation trenches of required width for pipes etc. including excavation of sockets, dressing of sides where required, ramming of bottom, depth up to 1500 mm (slope-1 in 200) including getting out the excavated soil and backfilling of soil as required after laying of pipelines in layer not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming, watering etc. & disposing of surplus excavated soil with all required leads as per chapter-2 of CPWD specification & direction of the Engineer in charge.
-
-
-
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A.For UPVC pipes in new work
i) for pipes not exceeding 90 mm dia
a) In all kinds of soil
1400
-
65.3
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ii) for pipe exceeding 90 mm dia but not exceeding 300 mm dia
600
-
79.3
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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 6.00kg/cm2)
-
-
-
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i).90 mm OD
1400
-
220.1
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ii).110 mm OD
600
-
301.7
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Providing & fitting, fixing CI sluice Valve class I (with cap) complete with nuts, bolts, rubber insertion etc. (the tail piece if required will be paid separetely)
(a) 80 mm dia.{P.N-1.6}
2
-
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.
B).By menual means
30
-
466.8
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providing,fixing & laying fabricated UPVC bend of reqd. degee confirming to IS 10124 (part 8/9/10/11/12/13) with solvent cement conforming to IS:14182 including testing of joints complete as per chapter 20 of CPWD specification & direction of Engg. In Charge
-
-
-
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i) 90 mm dia
6
-
246.1
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ii) 110mm dia
6
-
293.3
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providing,fixing & laying fabricated UPVC end cap confirming to IS 10124 (part-4) with solvent cement conforming to IS: 14182 including testing of joints complete as per chapter 20 of CPWD specification & direction of Engg. In Charge
-
-
-
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i) 90 mm dia
6
-
125.4
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ii) 110mm dia
3
-
147.3
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Providing and fixing UPVC moulded 90/45 degree Tee confirming to IS 7834 ( Part - 4/5 ) complete as per CPWD specification & direction of Engg. In Charge
-
-
-
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i) 90 mm dia
6
-
375
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ii) 110mm dia
4
-
585.5
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Providing and fixing UPVC moulded 90/45 degree Elbow confirming to IS 7834 ( Part - 4/5 ) complete as per CPWD specification & direction of Engg. In Charge
-
-
-
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i) 90 mm dia
4
-
330.2
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ii) 110mm dia
4
-
394.2
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Providing,fixing & laying fabricated UPVC tail piece with MS flange(8mm thick) confirming to IS 10124 (part-6) with solvent cement confirming to IS 14182 including testing of joints complete as per CPWD specification & direction of Engg. In Charge
-
-
-
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i) 90 mm dia
2
-
313.2
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ii) 110mm dia
2
-
420.6
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Providing & fixing GI bend/elbow in the pipeline including testing of joints complete as CPWD specification & direction of incharge.
i)15 mm dia
30
-
90.2
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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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xiii) 50X40 mm
20
-
198.2
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xxv) 100x40 mm dia
5
-
471.4
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Providing & fixing CI bibcock (long handle) as per chapter 20 of CPWD specification and direction of Engineer in charge.
(i) 15 mm dia.
20
-
87.7
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Providing & fixing GI full way valve as per CPWD specification & direction of the Engineer in charge.
-
-
-
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v) 40 mm dia
2
-
374.8
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vi) 50 mm dia
2
-
417.7
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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.
-
-
-
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i) 10 mm nominal bore
30
-
296.3
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ii) 15 mm nominal bore
50
-
326.6
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Providing & fixing of GI socket as CPWD specification & direction of incharge.
i)15 mm dia
20
-
68.8
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Welding by gas or electric plant including transportion of plant at site etc. complete as per standard design.
500
-
1.9
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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
30
-
98.5
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(v) 40 mm dia
10
-
301.2
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(vi) 50 mm dia
10
-
383.4
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Providing & fixing GI Nipple of medium class as per chapter 20 of CPWD specification and direction of Engineer in charge.
(i) 15mm dia 75mm long
20
-
50.2
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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.
-
-
-
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ii. 50 mm OD.
600
-
92.5
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i. 40 mm OD.
600
-
72.8
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Provididng & fitting fixing GI equal tee with the pipe line in/c testing of joints complete as per direction of the Engg in charge.
a) 100x100x100 mm
2
-
996.7
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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.
-
-
-
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v) 40 mm dia.
70
-
432.5
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vi) 50 mm dia
80
-
515.8
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vii) 80 mm dia
90
-
808.2
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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
20000
-
10
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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.
50
-
352.2
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
-All kinds of soil
6.5
-
134.9
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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.
6.5
-
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: 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
4.6
-
9306.1
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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 ).
5
-
8888.4
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
120
-
78.2
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
3.6
-
9039.5
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Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
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Foundations, footings, bases for columns etc. for mass concrete with timber plank
10.6
-
268.9
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Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
12
-
317.7
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Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
8
-
462.3
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
4.6
-
9039.5
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15 mm cement plaster on the rough side of single or half brick wall of mix:
Cement mortar 1:3 (1 cement : 3 fine sand)
30
-
221.6
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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.
0.63mm thick with zinc coating not less than 275gm/m2
32.3
-
859.9
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Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants, as required and as per direction of the Engineer-in-charge.
40
-
812.8
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Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
110
-
91.2
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Providing and placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction of the Engineer-in-charge.
iii. 100 mm dia
20
-
1042.9
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