Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date2 Nov 2021
Closing Date23 Nov 2021
Tender AmountRefer Documents
Costs
EMD
₹ 38,928Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEDWS_23836_1Bid Award Id
ViewTender No
231/EE/DWS/BLG/2021-22Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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 - 2/3 of item No.2
30.2
-
120.3
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.
17.96
-
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)
23.33
-
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
7.88
-
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
0.9
-
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)
1.11
-
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 plank
5.64
-
268.9
b).Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
13.19
-
317.7
c) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
13.2
-
462.3
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
-
-
-
i)Thermo-Mechanically Treated bars/ Cold twisted deformed steel bar
1186.56
-
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 )
13.12
-
8888.4
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
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
Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete.
1.45
-
419.1
12 mm cement plaster of mix i).In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
589.36
-
174.8
Neat cement punning.
619.96
-
45.1
6 mm cement plaster of mix : i).Cement mortar 1:4 ( 1 cement : 4 fine sand )
53.23
-
136.9
15 mm cement plaster on the rough side of single or half brick wall of mix: Cement mortar 1:4 ( 1 cement : 4 fine sand )
65.77
-
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.
50
-
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)
22
-
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
-
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. i).0.63mm thick with zinc coating not less than275gm/m2
27.04
-
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.
6.84
-
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.150mm dia.
6
-
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
14.36
-
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
39.5
-
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.
55.5
-
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
170
-
122.9
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 ).
33.12
-
1363.1
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 90mm dia
4650
-
65.3
ii). For pipes exceeding 90mm dia but not exceeding 300mm dia.
3000
-
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
-
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
-
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)
4
-
6967.3
iii.100mm dia. (PN-1.6)
3
-
4559.7
iv.80mm dia. (PN-1.6)
3
-
3417.6
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
A) DI all socketted bend 90 degree (i)100 mm dia
2
-
1645.7
(ii)150 mm dia
2
-
2652
B).DI all socketted bend 45 degree (i)100 mm dia
2
-
1579.7
(ii)125 mm dia
2
-
2425.6
(iii)150 mm dia
2
-
2594.4
C).DI all socketted bend 22.5 degree (iii)100 mm dia
3
-
1014.8
(ii)125 mm dia
3
-
2212.26
(iii)150 mm dia
3
-
1974.1
D) DI all socketted TEE i) 150x150x100 mm dia
3
-
3283.5
ii) 150 X 150 X 150 mm dia
3
-
4254.1
E) DI Collar fiange socketted i) 100 mm dia
4
-
1512.4
iii) 125 mm dia
4
-
2329.7
iv) 150 mm dia
4
-
2310.4
F) DI flanged socketted tail piece i) 100 mm dia
3
-
1412.8
iii) 125 mm dia
3
-
2009
iv) 150 mm dia
4
-
1986.1
G) DI flanged spigotted tail piece i) 100 mm dia
3
-
1555.3
iii) 125 mm dia
3
-
2010.7
iv) 150 mm dia
4
-
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 dia Ductile Iron Class K-7 pipes
50
-
1417.2
(ii).125 dia Ductile Iron Class K-7 pipes
50
-
1735.4
iii).150 dia Ductile Iron Class K-7 pipes
100
-
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)100 mm dia.
10
-
35.9
b)125 mm dia.
10
-
36.1
c) 150mm dia.
20
-
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
8
-
125.4
iv) 110 mm dia
6
-
147.3
iii) 140 mm dia
4
-
208
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
15
-
246.1
ii. 110 mm dia
16
-
293.3
iii. 140 mm dia
10
-
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
6
-
289.2
ii. 110 x 110 mm dia
6
-
475.1
ii. 140x 140 mm dia
6
-
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.
-
-
-
ii. 110 x 90 mm dia
10
-
264.5
iii. 140 x 110 mm dia
5
-
349.3
iii. 140 x 90 mm dia
5
-
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
6
-
313.2
ii. 110 mm dia
6
-
420.6
ii. 140 mm dia
6
-
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.
250
-
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
150
-
197.5
ii. 40 mm dia. nominal bore
75
-
432.5
iii. 50 mm dia. nominal bore
25
-
515.8
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
1500
-
72.8
ii. 50 mm OD
150
-
92.5
iv. 90 mm OD :
1000
-
220.1
v. 110 mm OD
1000
-
301.7
vi. 140 mm OD
1000
-
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
-
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
-
1208.1
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.
1
-
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
-
771.4
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
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 anddirection of the Engineer-in-charge ( G.I. pipe will be provided by the agency at his own cost &risk) . I ) For100 mm dia G.I. pipe with 10 mm thick GI flange
10
-
4474
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. i.100 amps
1
-
8390.2
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. i. 35 HP/26 KW Relay range within 20-32 + 10%..
1
-
22522.8
Providing and fitting fixing of moving iron type, Range 0-100 V ,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
-
1671.4
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
-
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 direction of the Engineer-in-Charge.
1
-
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. ii. 16sqmm
30
-
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
-
4298.4
Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
i).100 mm nominal bore.
1
-
5980
Providing & fixing G.I. Pipe complete with necessary holes(12mm dia) and clamp in/c cutting and making etc.(internal work). a).50mm nominal bore
40
-
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. 100mm dia.
20
-
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
Providing and fitting, fixing of MS rest clamp for resting of whole assembly of the pump (550X100X10mm).
1
-
450
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
-
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
300
-
90.2
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-charge. i). 15 mm dia
150
-
98.5
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer-in-charge. i). 15 mm dia
150
-
68.8
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 ( for domestic connection)
150
-
97.3
Providing and fixing G.I. nipple of medium class as per CPWD Specification and direction of the Engineer-in-charge
-
-
-
i. 15 mm dia 150 mm long
300
-
54.4
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.
150
-
296.3
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 work. i. 15 mm dia nominal bore
450
-
197.5
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