Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date17 Feb 2024
Closing Date1 Mar 2024
Tender Amount₹ 49,17,492
Costs
EMD
₹ 98,350Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEDWS_47234_1Bid Award Id
ViewTender No
342/EE/DWS/BLG/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
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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
33897
1177.3
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
76724
10742.6
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
279071
11080.4
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
11298
10461.4
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
89926
12591.1
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
3045
333.9
b).Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
9.9
3871
391
c) Weather shade Chajjas corbels etc. including edges.
3.91
2077
531.3
d) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
15.84
9029
570
e) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
135
66974
496.1
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 of grade Fe-500D or more
3000
311700
103.9
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
1200
124680
103.9
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
194581
9845.2
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
74114
1533.5
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
22273
11410.19
Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete.
1.95
1015
519.8
12 mm cement plaster of mix i).In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
357.24
80093
224.2
Neat cement punning.
379.93
21580
56.8
6 mm cement plaster of mix : i).Cement mortar 1:4 ( 1 cement : 4 fine sand )
45.66
8045
176.2
15 mm cement plaster on the rough side of single or half brick wall of mix:
115.64
30136
260.6
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
10127
109.6
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
6844
190.1
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
19675
894.3
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. 1) 0.63mm thick with zinc coating not less than275gm/m2
35
42189
1205.4
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
35532
4486.4
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
10666
1777.7
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
2140
120.1
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
5188
94.9
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
17276
78.3
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
42040
146.2
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
5450
1009.3
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
17442
161.5
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
3000
262800
87.6
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.
1000
106400
106.4
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
26760
133.8
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
2037
185.2
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
24716
8238.6
ii.100mm dia. (PN-1.6)
1
5561
5561.1
ii.80mm dia. (PN-1.6)
1
4320
4319.7
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
4335
2167.3
iii) 150 mm dia
2
6990
3495
B) DI all socketted bend 450
-
-
-
ii) 100 mm dia
2
4161
2080.7
iii) 125 mm dia
2
6391
3195.4
iv) 150 mm dia
2
6837
3418.5
C) DI all socketted bend 22.50
-
-
-
ii) 100 mm dia
2
2671
1335.6
iii) 125 mm dia
2
5831
2915.3
iii) 150 mm dia
2
5202
2601.2
F) DI all socketted TEE
-
-
-
v) 150 x 150 x 100 mm dia
2
8653
4326.3
vi) 150 X 150 X 150 mm dia
2
11211
5605.6
G) DI Collar fiange socketted
-
-
-
ii) 100 mm dia
2
3985
1992.7
iii) 125 mm dia
2
6138
3069.2
iv) 150 mm dia
2
6088
3043.8
J) DI flanged socketted tail piece
-
-
-
ii) 80 mm dia
2
3299
1649.7
iii) 100 mm dia
2
3722
1861.2
iv) 150 mm dia
3
7851
2617
K) DI flanged spigotted tail piece
-
-
-
ii) 80 mm dia
2
3297
1648.3
iii) 100 mm dia
2
4098
2048.9
iv) 150 mm dia
3
10780
3593.2
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.
10
18611
1861.1
ii. 125 mm dia Ductile Iron Class K-7 pipes.
30
68340
2278
iii 150 mm dia Ductile Iron Class K-7 pipes.
100
260200
2602
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
250
41.6
b)125mm dia.
6
251
41.8
C)150mm dia.
26
2036
78.3
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
446
148.7
ii. 110 mm dia
3
524
174.6
iii. 140 mm dia
3
751
250.4
iv. 40 mm dia
4
384
96.1
v. 50 mm dia
4
408
102
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
1494
298.7
ii. 110 mm dia
3
1069
356.4
iii. 140 mm dia
3
1400
466.8
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
1761
352.2
ii. 110 x 110 mm dia
5
2902
580.4
iii. 140 x 140 mm dia
5
4090
818
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
963
321.1
ii. 140 x 110 mm dia
3
1280
426.8
iii. 140 x 90 mm dia
2
791
395.7
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
762
380.9
ii. 110 mm dia
2
1030
515.1
iii. 140 mm dia
2
1395
697.6
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
18579
619.3
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
47625
254
ii. 40 mm dia. nominal bore
25
13728
549.1
iii. 50 mm dia. nominal bore
15
9809
653.9
iv. 80 mm dia nominal bore
30
30657
1021.9
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
550
49390
89.8
ii. 50 mm OD
400
45120
112.8
iii. 90 mm dia.
1800
488520
271.4
iv. 110 mm dia
1200
446520
372.1
ii. 140 mm OD
600
367680
612.8
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.
800
45840
57.3
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
1417
1417.4
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
18745
9372.4
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
878
878.2
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
23656
23655.9
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
6124
6123.6
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. iii. 35 HP/37 kw Relay range within 28-42 + 10%
1
27556
27556.4
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
1965
1964.8
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
1135
1135.3
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
268
267.5
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
8097
269.9
ii. 16 sqmm
30
11844
394.8
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
5275
5275.1
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
4201
4200.9
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
665
332.3
ii. 65 mm dia.
2
771
385.6
iii. 80 mm dia.
20
8808
440.4
iv. 100 mm dia.
20
9906
495.3
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
2756
2756.1
ii. For 65 mm dia G.I. pipe with 10 mm thick GI flange
1
3324
3323.7
iii. For 80 mm dia G.I. pipe with 10 mm thick GI flange
12
48541
4045.1
iv. For 100 mm dia G.I. pipe with 10 mm thick GI flange
12
67494
5624.5
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
26200
104.8
i) 40 mm Dia
5
1719
343.8
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-charge. i) 15 mm Dia
250
32750
131
ii) 40 mm Dia
5
1936
387.1
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer-in-charge. i)15 mm Dia
250
19650
78.6
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) 15mm dia PVC/ Plastic bib cock
125
14925
119.4
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
17150
68.6
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
1230
123
ii) 40 x 40 x 40 mm dia
10
2893
289.3
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
3627
362.7
ii. 50 mm dia with 15 mm dia opening
10
3847
384.7
v. 90 mm dia with 15 mm dia opening
65
29101
447.7
viii. 110 mm dia with 15 mm dia opening
20
10564
528.2
xi. 140 mm dia with 15 mm dia opening
20
11794
589.7
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
44800
358.4
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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