Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date19 May 2022
Closing Date10 Jun 2022
Tender Amount₹ 4,56,440
Costs
EMD
₹ 9,129Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CEWR_28544_1Bid Award Id
ViewTender No
16_EE_WRD_II_2022_2023Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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Providing and fitting G.C.I sheet (0.63 mm thick) for walling including Vertical/curved surface fixed with galvanized steel J orL hooks 8 mm diameter, bolts and nuts with bitumen and G.I limpet washers or with G.I. limpet Washers filled with whitelead and including a coat of appoved steel primer and twocoats of approved paint on overlapping of sheets complete (upto any pitch in horizontal /Verticle or curved surfaces ) excluding the cost of G.S. sheet purlins rafters and trusses and including cutting to size and shape wherever required as per direction of Engineer -in-Charge.
1 x 2x 2 x 4.50 x 3.00 =54.00 sqm
Deduct for doors and windows :-
1 x 4 x 1.20 x2.10 =10.08 sqm
1 x4 x 0.90 x1.05 = 3.78 sqm --------------------- 40.14sqm
40.14
-
685.59
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Providing wood work in frames of doors ,Windows, clerestory window and other frame,wroght framed and fixed in position. Local Teak Wood 1 x20x2.70x0.10 x0.10=0.54cum 1x15x2.50x0.10x0.10=0.38cum
0.92
-
87719.7
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Providing and fixing ISI marked oxidised M.S.sliding door bolts with nuts and screws etc. complete
250 x 16 mm
5
-
194.6
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Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 100 x 10 mm No
4
-
48.4
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Providing and fixing ISI marked oxidised M.S.handles conforming to IS:4992 with necessary screws etc. complete :
75 mm
8
-
23.5
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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 withbitumen and G.I. limpet washers or with G.I. limpetwashers filled with white lead and including a coat of approved steel primer and two coats of approvedpaint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces)excluding the cost of purlins, rafters and trusses andincluding cutting to size and shape wherever required. 0.63mm thick with zinc coating not less than 275gm/m2
1 x 10.40 x 2.91 =30.26sqm
30.26
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859.9
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Applying priming coat [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
With ready mixed Pink or Grey primer of approved brand and manufacture on wood work ( hard & soft wood ) 1 x4 x 10 x 2.70 x 0.10 =10.8 sqm 1 x 9 x 4.20 x 0.10 = 3.78sqm 1 x 4 x 3 x 9.10 x 0.10 =10.92sqm 1 x 4 x 8 x 3.00 x 0.10 = 9.6 sqm 35.10 sqm
35.1
-
37.9
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Painting on G.S. sheet with synthetic enamel paint ( oneor more coats ) of approved brand and manufacture ofrequired colour to give an even shade on old work including preparation of surface as required complete as per direction of the Engineer in charge:-
1 x 2x 9.50 x 3.00 =57.00 sqm
57
-
52.6
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Fabricating and supplying at site of work, steel tublar trusses of M.S pipe conforming to IS specification, complete with purlin,bracing and other necessary fittings such as cleat gusset plateetc of thickness not less than 6.00 mm including applying aprimming coat (two or more coats)as per direction of the Engineer - in- Charge and approved standard design. (Member used in trusses as rafter, bottom tie and purlin are of 40.00 mmdia and struts etc are of 20.00 mm dia and bottom runner are of 25.00 mm dia conforming to IS 1239 part-II /1990 light class) .One set comprising of 4(four) nos trusses with 6(six) nos. purlinand 4.00 mtr span as per approved drawing and design etc
complete excluding nuts & bolts.
100
-
145.38
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Providing structural steel work in single section fixed with or without connecting plate including cutting,hoisting, fixing in position and applying a priming coatof approved steel primer all complete as required.50 x50x6 mm angle
100
-
82.3
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Providing & fixing of fabricated post made of 100mm dia medium class MS pipe (9.75 kg/mtr) 3.00 mtr long fitted with 3nos. 75X45X6 mm cleat and 2 nos. 200 X200X10mm gusset plateat top and bottom including cutting making necessary holes in the gusset plates, welding etc. complete (excluding nuts &bolts) as per direction of the Engineer - in- Charge.
1 x 2nos =2 nos
2
-
5620.32
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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 apriming coat of approved steel primer all complete as required.
52.32
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91.2
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Welding by gas or electric plant including transportion ofplant at site etc. complete as per standard design.
600
-
2.9
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Providing and fixing 1mm thick M.S. sheet door withframe of 40x40x6mm angle iron and 3mm M.S. gussetplates at the junctions and corners, & with cleats withbolts & nuts, rivets, locking arrangement, handles, hooks& eyes, pinlets including embedding in cement concreteof required grade for fixing in position, all necessary fittings, including applying a priming coat of approvedsteel primer etc. complete as required:- Using M.S. angels 40x40x6 mm for diagonal braces 1x1.2 x 0.90 =1.08sqm. 1x1.2 x2.10 =2.52sqm
3.6
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3547.6
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Providing & fitting fixing of pannel board of local teak wood for fitting & fixing of electrical items including 2 nos. MS angle post ( Size 50X50X6mm 2.80 Mtr. long) nuts& bolts etc. for errection of the same by 1 : 1.5 : 3 cement concreate casting (1feetX1feetX2feet) below the ground level and painting two or more coats of synthetic enamel paint on primer as per direction of Engineer-in-Charge.
Size 1.80X1.20X0.025 mtr.
1
-
4865.01
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Dismental of pannel board as per direction of the Engineer-in-charge.
1
-
373.28
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Labour charge for reinstallation of all electrical equipments (dismentalled serviceable materials, if any additional/ replacement of electrical eqiupments required will be paid separtely) on the pannel board including trial run for 10 hrs in two spell complete as per direction of the Engineer-in Charge.
1
-
1042.25
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Providing and fixing MS bolts including nuts and washers complete as per standard design:- Above 300mm length.
10
-
111.3
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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 ). 1 x 5 x 2 x 1.55 x 1.45=22.47 sqm
22.47
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1363.1
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12 mm cement plaster of mix Cement mortar 1:4 (1 cement : 4 fine sand) 1 x 2 x 2 x ( 9.00+4.00)x 0.90 = 46.80 sqm
Deducted for door 1 x 2 x 0.90 x 0.90=1.62 sqm
Sidedrain:- 1x2x2x( 6.00+5.00)x 0.45= 19.80 sqm
1x 2 x ( 6.00+5.00) x 0.254 =5.50 sqm
Sluice valve chamber
1x 2 x1.45 x 0.254=0.736 sqm
1x 2 x 0.95 x 0.254=0.48 sqm
1 x 4 x1.20 x 1.00= 4.80 sqm Total :- 76.496sqm
76.5
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174.8
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Neat cement punning
as same as item no :- 23
76.5
-
45.1
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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 upto1.5m, disposed earth to be levelled and neatly dressed.
All kinds of soil 1 x2 x 6.00 x 0.75 m =9.00 cum
9
-
134.9
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and liftupto 1.5 m. 2/3 of Item No= 19= 7.60 cum
7.6
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120.3
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Supplying and filling in plinth, under floor, foundations etc.with sand (fine) from local quarry with all lifts includingspreading 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 x8 x1.20 x 1.20 x 0.1= 1.15 sqm
1.15
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887.5
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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
8 mm dia :- 1 x 3 x 12 x 1.60 =57.60 mtr @ 0.395 kg/mtr = 22.75 kg
6 mm dia:- 1 x 3 x 11x 1.50 m =49.50 mtr @ 0.22 kg/mtr =10.89 kg Total :- 33.64 kg
33.64
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78.2
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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) 1x 6x 4 x0.50 x 0.50 x 0.10=0.60cum
0.6
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9306.1
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1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)
1 x4 x1.20 x 1.20 x 0.1= 0.58sqm
0.58
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7844.8
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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 x 7.20 x 0.50 x 0.254 =0.91 cum
0.91
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8888.4
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Dismantling old plaster or pointing, raking out joints, cleaning and preparing the surface for replastering or re-pointing including disposal of rubbish to the dumping ground with all leads and lifts etc.complete as per direction of the Engineer- incharge. 1 x4 x 2 x3.80 x0.90=27.36 sqm
27.36
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22.4
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Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge:-
Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
1 x 4 x 5.30 x 3.90 x0.10=8.26 cum
8.26
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679.8
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Providing and laying cement concrete 1:2:4 (1 cement : 2fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc.complete.
40 mm thick with 20 mm well burnt brick aggregate 1 x 5.30 x 3.90 =20.67sqm
20.67
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510
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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with finesand including finishing the top smooth.
Side drain :- 1 x 2 x ( 6.00+5.00) x 0.45=9.9 sqm
9.9
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810.5
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Supplying & fitting fixing of GI . bend of approved quality.
150 mm dia
2
-
3384.98
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Providing & fitting fixing M.S flange (10mm thick) at site of work of approved quality.
150 mm dia
8
-
546.55
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Providing & fitting fixing Rubber flange washer 6 mm thick at site of work of approved quality. 150 mm dia
8
-
113.72
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Providing & fitting fixing MS hose clamp with nuts & bolts etc. complete at site of work of approved quality.
150 mm dia
4
-
280.97
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Providing & fitting fixing PVC suction hose pipe overall thickness 5mm of best quality at site of work (Pankaj made) of approved quality.
150 mm dia
7.5
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1287.76
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Providing & fitting fixing C.I foot valve of heavy duty at site of work of approved quality.
150 mm dia .
1
-
4488.78
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Labour charge for 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.
125 mm dia.
2
-
888.57
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150 mm dia.
2
-
901.95
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Providing and fitting fixing MS shore manifold made with3mm thick MS sheet of size one way315 mm dia & 3way 125 mm dia fitted with suitable flange(all end) in/c a coating of steel primer(tail piece if required wii be paid separately) in/c proper alignment with pipe line &earth cutting backfilling complete as per direction of the Engg- in-charge
1
-
17803.4
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Supplying and fitting fixing of selector switch on the panel board of approved quality.
1
-
444.86
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Supplying and fitting fixing AC Voltmeter (Moving Iron) on the panel board of approved quality.
PU4,Range 0-400 to 0-500
1
-
1155.98
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Supplying and fitting fixing AC Ammeter (Moving Iron) on the panel board of approved quality. PU4,Range 0-10 A
1
-
675.66
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Supplying & fitting fixing of 7/16 Copper Wire with all electrical equipments including trial run etc. complete (ISI Marked) on thepannel board of approved quality.
60
-
264.24
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Supplying and fitting fixing of Indicator bulb (Flush type containig 3nos battonholder with bulb)) on the panel board of approved quality.
1
-
117.38
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Complete re-winding of 400/440 volt AC 3 phase horizontal motor of different make after taking out of entire burnt copper wire and rewinding the motor with proper gauge of supper enamel copper wire of approved quality , tapping , insulating , varnishing with vernish heating polishing and re-fitting the same as before including carriage of the motor from respective scheme and complete with trial run as per direction of the Engineer-in-charge.
a) 20 HP
1
-
18435.44
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b) 25 HP
1
-
21111.32
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Demolishing brickwork including stacking of serviceable materials and disposal of unserviceable materials with all lifts and upto a lead of 50 m etc complete as per direction of the Engineer in charge . In cement mortar.
0.18
-
854.1
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Providing and fixing M.S. round holding down bolts withnuts and wahser plates complete as per standard design.
49.28
-
76.5
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Centering shuttering including struttings, propping etc.and removal of form work for: foundations , footings , bases, for columns
4.2
-
238.6
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Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks,bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.63mm thick with zinc coating not less than 275gm/m2
25
-
566.5
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Labour charge for G.S sheet walling incl vertical/curved surface fixed with polymer coated J or L hooks bolts and nuts 8 mm dia with bitumen & G.I limpet washer filled with while lead incl a. Coat of app paint in over lapping of steel complete (Up to any pitch in horizontal / verticalor curved surface) excl.The cost of GCI sheet posts, strut and incl cutting to size & shape wherever require. i) 0.63 mm thick with zinc coating not less than 275 gm/cm2.
136
-
41.27
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Dismental of horizonand carrying the pump set to the nearest workshop for repairing thetal pump and motor of 20/25 HP from the base body thread of stag nut and carrying the same to the scheme and fitting fixing the pump set as before as per direction of the Engineer-incharge.
1
-
5283.52
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Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work (two or more coats) including a coat of appropriate steel primer but excluding a coat of mordant solution.
200
-
89.5
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Providing and fitting fixing M.S. Bolts(16 mm dia & 50 mm long) at site of work in/cl nuts and wahsers complete as per standard design.
1
-
89.4
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