Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date19 Dec 2020
Closing Date11 Jan 2021
Tender AmountRefer Documents
Costs
EMD
₹ 22,809Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEDWS_14825_1Bid Award Id
ViewTender No
123/EE/DWS/BLG/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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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 lift upto 1.5 m. -All kinds of soil -
9.59
-
120.3
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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.
10.39
-
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: i). 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)
6.7
-
8686.1
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ii). 1:4:8( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)
9.19
-
7844.8
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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- i)1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
1.23
-
9607.7
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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- i).1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
1.11
-
10737.8
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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- i).1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
0.29
-
9039.5
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Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
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a). Foundations, footings, bases for columns etc. for mass concrete with timber plank
5.64
-
268.9
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b).Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
13.19
-
317.7
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d) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
12
-
462.3
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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.
-
-
-
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i) Thermo-Mechanically Treated bars/ Cold twisted deformed steel bar
168.12
-
78.2
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First class brick work in foundation and plinth including cost of all materials as required complete:- i) In cement mortar 1:4 ( 1 cement : 4 fine sand )
7.59
-
8888.4
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Half brick masonry work with first class bricks in
foundation and plinth including cost of all materials as required complete:- i).In Cement mortar 1:4 ( 1 cement : 4 fine sand )
37.34
-
1187.9
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First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )
1.45
-
10136.49
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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:- i).In Cement mortar 1:4 ( 1 cement : 4 fine sand )
45.24
-
1363.1
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Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete.
1.45
-
419.1
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12 mm cement plaster of mix i).In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
37.78
-
174.8
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Neat cement punning.
37.78
-
45.1
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15 mm cement plaster on the rough side of single or half brick wall of mix: (i).Cement mortar 1:4 ( 1 cement : 4 fine sand )
65.77
-
203.4
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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.
50
-
91.2
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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)
22
-
162.4
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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 fine sand including finishing the top smooth.
22
-
810.5
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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 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. (i).0.63mm thick with zinc coating not less than 275gm/m2
27.04
-
859.9
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Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets 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:- (i).Using flats 30x6mm for diagonal braces and central cross piece.
6.84
-
3388.8
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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 etc. complete. 40 mm thick with 20 mm well burnt brick aggregate
100
-
510
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Providing and fixing hard drawn steel wire fabric 75 x 25 mm mesh of weight not less than 7.75 Kg per sqm in fencing works.
217
-
65.4
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] two or more coats on new works
14.36
-
82.8
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Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
39.5
-
73.6
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Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer]on new work( two or more coats applied @ 3.84 kg/10 sqm) complete.
55.5
-
61.5
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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
i) Hot finished welded type tubes
170
-
122.9
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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. i).150mm dia
20
-
141.8
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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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i.150mm dia (PN-1.6)
1
-
6967.3
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ii.100mm dia. (PN-1.6)
1
-
4559.7
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iii.80mm dia. (PN-1.6)
1
-
3417.6
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Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
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A).DI all socketted bend 90 degree (iii)150mm dia
1
-
2652
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B).DI all socketted bend 45 degree (iii)150mm dia
1
-
2594.4
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C).DI all socketted bend 22.5 degree (iii)150mm dia
1
-
1974.1
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D) DI all socketted TEE vi) 150 X 150 X 150 mm dia
1
-
4254.1
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E) DI Collar fiange socketted (iv) 150mm dia
1
-
2310.4
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F) DI flanged socketted tail piece (ii).100mm dia
1
-
1412.8
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iii).80mm dia
1
-
1253.1
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iv).150mm dia
1
-
1986.1
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G) DI flanged spigotted tail piece (ii).100mm dia
1
-
1555.3
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iii).80mm dia
1
-
1251.3
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iiv.150mm dia
1
-
2726.5
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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. (i).150mm dia
20
-
150.8
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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
a)150mm dia.
4
-
65.7
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