Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date16 Mar 2023
Closing Date10 Apr 2023
Tender AmountRefer Documents
Costs
EMD
₹ 87,513Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_37122_1Bid Award Id
ViewTender No
210/EE/DWS/BLG/2022-23Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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.
28.79
25553
887.5
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)
7.14
62036
8686.1
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: i).1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size
25.19
241980
9607.7
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)
1.08
9763
9039.5
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)
7.14
76689
10737.8
Centering shuttering including struttings, propping etc. and removal of form work for: a). Foundations, footings, bases for columns etc. for mass concrete with timber plan
9.12
2452
268.9
b).Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
9.9
3145
317.7
c) Weather shade Chajjas corbels etc. including edges.
3.91
1633
417.7
d) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
15.84
7323
462.3
e) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
135
49950
370
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. i) Thermo-Mechanically Treated bars/ Cold twisted deformed steel bar
4533.48
354518
78.2
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. i) Thermo-Mechanically Treated bars/ Cold twisted deformed steel bar
1479.96
115733
78.2
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 )
19.76
175670
8888.4
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 )
48.33
65879
1363.1
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 )
1.95
19786
10136.49
Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete.
1.95
818
419.1
12 mm cement plaster of mix i).In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
357.24
62446
174.8
Neat cement punning.
379.93
17135
45.1
6 mm cement plaster of mix : i).Cement mortar 1:4 ( 1 cement : 4 fine sand )
45.66
6251
136.9
15 mm cement plaster on the rough side of single or half brick wall of mix:
115.64
23521
203.4
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.
92.4
8427
91.2
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)
36
5846
162.4
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
17831
810.5
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. 2) 0.63mm thick with zinc coating not less than275gm/m2
35
30097
859.9
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.
7.92
26839
3388.8
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.
i) 150 mm dia
6
8486
1414.3
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
17.82
1475
82.8
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
54.67
4024
73.6
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.
220.64
13569
61.5
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
287.55
35340
122.9
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.
5.4
4389
812.8
Providing and fixing MS Grill of required pattern in frames of windows etc. With MS flat square or round bars etc. All complete.
Fixed to steel windows by welding
108
13208
122.3
Excavating trenches of required width for pipes, cables etc. in/c excavation for sockets and dressing of sides, where required ramming of bottom, depth up to 1500 mm ( Slope 1 in 200) in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layer not exceeding 200mm in depth in/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed with all required lead as per Chapter-2 of CPWD specification & direction of the Engineer-in-Charge. A).For UPVC pipes in new work
a). in all kinds of soil i) For Pipes not exceeding 90 mm dia
3800
248140
65.3
A).For UPVC pipes in new work
a). in all kinds of soil i). For pipes exceeding 90 mm dia but not exceeding 300 mm dia.
1800
142740
79.3
B).For GI/CI/DI pipes in new work
a). in all kinds of soil
i). For pipes exceeding 90mm dia but not exceeding 300mm dia.
200
19960
99.8
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification nd direction of the Engineer-in-Charge. i).150 mm dia
11
1560
141.8
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.150mm dia. (PN-1.6)
3
20902
6967.3
ii.100mm dia. (PN-1.6)
1
4560
4559.7
iii.80mm dia. (PN-1.6)
1
3418
3417.6
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge. A) DI all socketted bend 90 iii) 100 mm dia
2
3291
1645.7
iii) 150 mm dia
2
5304
2652
B) DI all socketted bend 45 ii) 100 mm dia
2
3159
1579.7
iii) 125 mm dia
2
4851
2425.6
iv) 150 mm dia
2
5189
2594.4
C) DI all socketted bend 22.50 ii) 100 mm dia
2
2030
1014.8
iii) 125 mm dia
2
4425
2212.26
iii) 150 mm dia
2
3948
1974.1
F) DI all socketted TEE v) 150 x 150 x 100 mm dia
2
6567
3283.5
vi) 150 X 150 X 150 mm dia
2
8508
4254.1
G) DI Collar fiange socketted ii) 100 mm dia
2
3025
1512.4
iii) 125 mm dia
2
4659
2329.7
iv) 150 mm dia
2
4621
2310.4
J) DI flanged socketted tail piece ii) 80 mm dia
2
2506
1253.1
iii) 100 mm dia
2
2826
1412.8
iv) 150 mm dia
3
5958
1986.1
K) DI flanged spigotted tail piece ii) 80 mm dia
2
2503
1251.3
iii) 100 mm dia
2
3111
1555.3
iv) 150 mm dia
3
8180
2726.5
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. 100 mm dia Ductile Iron Class K-7 pipes.
30
42516
1417.2
ii. 125 mm dia Ductile Iron Class K-7 pipes.
30
52062
1735.4
iii 150 mm dia Ductile Iron Class K-7 pipes.
140
277438
1981.7
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)100mm dia.
6
215
35.9
b)125mm dia.
6
217
36.1
C)150mm dia.
26
1708
65.7
Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i. 90 mm dia
3
376
125.4
ii. 110 mm dia
3
442
147.3
iii. 140 mm dia
3
624
208
iv. 40 mm dia
4
328
82
v. 50 mm dia
4
347
86.8
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i. 90 mm dia
5
1231
246.1
ii. 110 mm dia
3
880
293.3
iii. 140 mm dia
3
1145
381.6
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 pe CPWD specification and direction of the Engineer - in - charge. i. 90 x 90 mm dia
5
1446
289.2
ii. 110 x 110 mm dia
5
2376
475.1
iii. 140 x 140 mm dia
5
3338
667.5
Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i. 110 x 90 mm dia
3
794
264.5
ii. 140 x 110 mm dia
3
1048
349.3
iii. 140 x 90 mm dia
2
649
324.5
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. i. 90 mm dia
2
626
313.2
ii. 110 mm dia
2
841
420.6
iii. 140 mm dia
2
1135
567.4
Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge.
B. by manual means.
30
14004
466.8
Providing and fixing G.I. pipes medium 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. A) External works i. 15 mm dia. nominal bore
187.5
37031
197.5
ii. 40 mm dia. nominal bore
25
10813
432.5
iii. 50 mm dia. nominal bore
15
7737
515.8
iv. 80 mm dia nominal bore
30
24246
808.2
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 6.0 kg / cm2) i. 40 mm OD
600
43680
72.8
ii. 50 mm OD
400
37000
92.5
iii. 90 mm dia.
1800
396180
220.1
iv. 110 mm dia
1200
362040
301.7
ii. 140 mm OD
600
297060
495.1
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.
1000
42700
42.7
Providing and fixing draining board with C.I. brackets including painting of brackets, cutting and making good the walls wherever required, as per CPWD specification and direction of the Engineer - in - charge. i. White glazed fire clay draining board of size 600 x 450 x 25mm
1
1208
1208.1
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge.
2
15695
7847.4
Providing and fitting fixing of pressure meter ( 0.0 - 14.0 Kg/sqcm.) as per relevant IS specification and the direction of the Engineer - in-charge.
1
771
771.4
Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge. ii. For 3-phase connection with 4.00 mtr. Long G.I. Pipe.
1
18492
18492
Providing and fitting, fixing steel sheet enclosed switch fuse units (suitable for DIN fuse) triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havell’s /BCH make etc. complete as per specification and direction of the Engineer-in-Charge. iii.63 amps
1
4995
4995
Providing and fitting, fixing of Fully Automatic Star Delta type Motor starter (3 ph 50 Hz, 415V, ) in steel Sheet Enclosures with contractors and Timer etc. complete suitable for submersible Pump L & T, BCH , ABB make as per specification and direction of the Engineer-in-Charge. ii. 50 HP/37KW Relay range within 28-42 + 10%.
1
37198
37197.6
Providing and fitting fixing of moving iron type, Range 0-100/ 0-200 amps ,96mmX96mm size AC Amps meter direct reading type(L&T/AE make) with selector switch and CT coil as a electrical instrument of the panel board as per specification and direction of the Engineer-in-Charge.
1
1671
1671.4
Providing and fitting fixing of moving iron type, Range 0-500 V, 96mmX96mm size AC Volt meter( L&T/ AE make) with selector switch as a electrical instrument of the panel board as per specification and direction of the Engineer-in-Charge.
1
955
954.8
Providing and fitting, fixing 3 phase indicating lamps fitted with panel board with three different colour lamp complete with batten holder as per specification and direction of the Engineer-in-Charge.
1
213
212.8
Providing and fitting fixing with PVC insulated single core Multi strand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge. i. 10 sqmm
30
5328
177.6
ii. 16 sqmm
30
7680
256
Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of Thermal release range 415 + V, 50Hz (L &T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. i. 50-63 Amps,
1
4298
4298.4
Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
iii. 80 mm nominal bore.
1
3347
3346.9
Providing & fixing G.I. Pipe complete with necessary holes(12mm dia) and clamp in/c cutting and making etc.(internal work). a). 50 mm nominal bore
40
14813
370.33
Providing & fitting fixing of G.I. flange ( 10 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge. i. 50 mm dia.
2
529
264.5
ii. 65 mm dia.
2
617
308.3
iii. 80 mm dia.
20
7044
352.2
iv. 100 mm dia.
20
7918
395.9
Providing and fitting, fixing of 8 KVR capacitor non-metallic conductor, re-inforcement Type complete with clamps (L&T/Crompton make) as per direction of Engineer-in-Charge.
1
2400
2400
Providing and fitting, fixing of MS rest clamp for resting of whole assembly of the pump (550X100X10mm).
1
450
450
Providing & fabrication of column pipe including fitting fixing of G.I. flange by cutting the GI pipe ( conforming to IS : 1239 medium class ) into 3.05 mtr. long and welding the same with GI flange as per specification and direction of the Engineer-incharge ( G.I. pipe will be provided by the agency at his own cost & risk). i. For 50 mm dia G.I. pipe with 10 mm thick GI flange
1
2189
2188.7
ii. For 65 mm dia G.I. pipe with 10 mm thick GI flange
1
2644
2643.6
iii. For 80 mm dia G.I. pipe with 10 mm thick GI flange
12
38602
3216.8
iv. For 100 mm dia G.I. pipe with 10 mm thick GI flange
12
53688
4474
Providing & fitting fixing of 10000 GPH x 76.00 mtr head water lubricated submersible pump of maximum 150 mm outer dia. with maximum 10(ten) stages coupled with required wet and non-over loading submersible motor suitable for 340-440 volts, 3 phase, 50 Hz, AC supply and star delta method of starting along with 70.00 mtr. PVC insulated 3 core flat Copper cable of 6.0 sqmm conforming to relevant IS code for submersible motor with all necessary equipments and fittings as required with suction case, strainer coupling key, vertical non-return valve cum discharge case as per direction of Engineer-in-charge
1
102300
102299.89
Providing and fixing G.I. bend / elbow in the pipe line in/c testing of joints complete as per CPWD specification and direction the Engineer-in-charge. i) 15 mm Dia
250
22550
90.2
i) 40 mm Dia
5
1409
281.8
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-charge. i) 15 mm Dia
250
24625
98.5
ii) 40 mm Dia
5
1506
301.2
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer-in-charge. i)15 mm Dia
250
17200
68.8
Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in -
charge
i) 15mm dia
125
10963
87.7
Providing and fixing G.I. nipple of medium class as per CPWD Specification and direction of the Engineer-in-charge ii) 15 mm dia 150 mm long
250
13600
54.4
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) 15 x 15 x 15 mm dia
10
1078
107.8
ii) 40 x 40 x 40 mm dia
10
2431
243.1
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge. i. 40 mm dia with 15 mm dia opening
10
2873
287.3
ii. 50 mm dia with 15 mm dia opening
10
3048
304.8
v. 90 mm dia with 15 mm dia opening
65
23095
355.3
viii. 110 mm dia with 15 mm dia opening
20
8388
419.4
xi. 140 mm dia with 15 mm dia opening
20
9370
468.5
Providing and fitting fixing brass ferrule with C.I cover conforming to IS-2692 in/c boring and tapping the main as per CPWD specification and direction of the Engineer-in-charge. i)10mm nominal bore.
125
37038
296.3
Providing & fitting fixing of display board of JJM of size 12 inch x 8 inch (0.305 Mtr x 0.203 Mtr) with 12 mm MS Square Bar & 2 mm thick MS Sheet with necessary welding , painting, lettering & erected vertically in such a way bottom of the board shall be placed top of every hydrant post with 12 mm MS square bar stand etc complete as per specification & direction of the Engineer-in-Charge.
125
141875
1135
Providing & fitting fixing of hoarding cum display board of JJM of size 8 feet x 6 feet (2.40 Mtr x 1.80 Mtr) with frame comprising of 40 mm dia GI Pipe (medium class) around the board , 2 nos 25 x 25 x 4 mm size MS Horaizontal stiffener centrally placed & 2 mm thick MS sheet (2.40 Mtr x 1.80 Mtr) with necessary welding , paining, lettreing & erected vertically in such a way bottom of the board shall be placed 900 mm above the ground level with 2 Nos 40 mm dia GI pipe embedded in cement concrete block of 1:2:4 (1 cement : 2 fine sand: 4 graded well burnt brick aggregate 20 mm nominal size ) of 300 mm x 300 mm & 900 mm total depth out of which 150 mm shall be projected over GL etc. complete as per specification & direction of the Engineer-in-Charge.
1
23274
23274
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