Public Works Department Tender
BidAssist is a very user-friendly website that lets us explore new opportunities which further helps in the growth of the business. We can get any information regarding any e-tender the Tripura government has posted on its website in a very hassle-free manner. BidAssist is designed in such a manner so as to provide information on all government tenders at one place without any inconvenience.
Costs
EMD
₹ 22,300Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2020_CEDWS_12784_1Bid Award Id
ViewTender No
110/EE/PWD(DWS)/AMB/2020-21Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
-All kinds of soil
11.23
-
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.
5.75
-
887.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth livel
-
-
-
i) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded well burnt brick aggregate of 40 mm nominal size)
2.67
-
8075.6
ii) 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 graded well burnt brick aggregate of 40 mm nominal size)
1.52
-
7288.4
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement- -All work upto plinth level:
-
-
-
1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size
1.62
-
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 centering, shuttering, finishing and reinforcement- i) In plinth and skirting courses, fillets, columns, pillars, posts and struts.
-
-
-
1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
0.94
-
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 centering, shuttering, finishing and reinforcement-
-
-
-
i)RCC work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase. 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size
0.28
-
7363.6
ii) RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas.
1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size
1.14
-
7402.9
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
4.96
-
268.9
ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
9
-
317.7
iii) Weather shade, Chajjas, corbels etc., including edges.
2.74
-
417.7
Column = 2x4x0.300x6.575
15.78
-
413.6
iv) Edges of slabs and breaks in floors ans walls above 20 cm wide 5x4x1.40x0.10
2.8
-
120
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
464.2
-
78.2
First class brick work in foundation and plinth including cost of all materials as required complete: i) In cement mortar 1:6 ( 1 cement : 6 fine sand )
10.25
-
8624.1
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 )
35.19
-
1363.1
Half brick masonry work with second class bricks in foundation and plinth including cost of all materials required as required complete.
-
-
-
In Cement mortar 1:5 ( 1 cement : 5 fine sand )
8.3
-
1030.7
First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-
-
-
-
In Cement mortar 1:4 ( 1 cement : 4 fine sand )
1.58
-
10136.49
Extra for brick work in triangular, square and rectangular pillars including cost of all materials as required complete.
1.58
-
419.1
12 mm cement plaster of mix. In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
60.02
-
174.8
Neat cement punning.
39.53
-
45.1
6 mm cement plaster of mix.
-
-
-
In cement mortar 1:3 ( 1 cement : 3 fine sand )
13.56
-
144.5
15 mm cement plaster on the rough side of single or half brick wall of mix
-
-
-
In Cement mortar 1:4 ( 1 cement : 4 fine sand )
47.79
-
203.4
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. 1. Fixed to steel windows by welding.
75
-
122.3
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 (40 mm dia)
137.1
-
122.9
Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete.
-
-
-
40 mm thick
15.89
-
526.4
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) 0.63 mm thick Zinc Coating not less 275 Gm/m2
23.76
-
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
-
-
-
Using flats 30x6mm for diagonal braces and central cross piece.
5.76
-
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 ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade. ( Payment shall be made after submission of Test Certificate issued by the Manufacturer
11.52
-
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]
43.07
-
73.6
Finishing walls with water proofing cement paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.84 kg/10 sqm) complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
61.35
-
61.5
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.
9.84
-
810.5
Excavating trenches of required width for pipes, cable etc. in/c excavating for sockets & dressing of sides, where required, ramming of bottoms, depth up to 1500mm in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layers not exceeding 200mm in depth in/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per chapter-2 of CPWD specification and direction of the Engineer-in-charge. A) For UPVC pipes in new work.
a) In all kinds of soil.
-
-
-
ii) For pipes exceeding 90mm dia. but not exceeding 300mm dia.
2500
-
79.3
B) For GI/CI/DI pipes in new work. a) In all kinds of soil. ii) For pipes exceeding 90mm dia. but not exceeding 300mm dia.
500
-
99.8
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) 90 mm OD
1500
-
220.1
ii) 110 mm OD
1000
-
301.7
iii) 140 mm OD
500
-
495.1
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
500
-
150.8
Providing and laying DI Special of class K-12 for suitable for push-on jointing as per IS-9523 as per CPWD Specification and direction of Engineer-in Charge
-
-
-
i). Up to 300mm dia.
0.56
-
181392.2
Providing & 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) 80 mm dia. PN-1.0
7
-
3417.6
ii) 100 mm dia. PN-1.0
8
-
4559.7
iii) 125 mm dia. PN-1.0
4
-
5479.9
iii) 150 mm dia. PN-1.0
4
-
6967.3
Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
i)100 mm nominal bore
1
-
5980
Charges for push-on (Tyton) joints to centrifugally (Spun) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.
-
-
-
iii) 150 mm dia.
86
-
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.
4
-
125.4
ii) 110 mm dia.
4
-
147.3
Providing, fixing and laying fabricated UPVC equal tee conforming to IS:10124 (Part 5) with solvent cement conforming to IS :b 14182 including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
i) 90 x 90 mm dia.
6
-
289.2
ii) 110 x 110 mm dia.
5
-
475.1
iii) 140 x 140 mm dia.
3
-
667.5
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer- in – charge.
-
-
-
iii) 150 mm dia.
10
-
141.8
Providing, fixing and laying flanged fabricated UPVC tailpiece conforming to IS : 10124 (Part 6) with G.I. flange (8 mm thick) 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.
9
-
344.5
ii) 110 mm dia.
16
-
450.8
iii) 140 mm dia.
8
-
597.5
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.
6
-
264.5
ii) 140 x 110 mm dia.
5
-
349.3
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 CPWD specification and direction of the Engineer- In Charge.
-
-
-
i) 90 mm dia.
8
-
246.1
ii) 110 mm dia.
6
-
293.3
iii) 140 mm dia.
5
-
381.6
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood panel 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 direction 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 moving iron type, Range 0-500 V, 96 mm x 96 mm 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 of moving iron type, Range 0-100 V, 96 mm x 96 mm 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 steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), current range 100 Amps, 415/500 Volt, L&T/Havell's/BCH make etc. complete as per specification and direction of the Engineer-in-charge.
-
-
-
i) 63 Amps
1
-
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.
-
-
-
i).25HP/18.5Kw Relay range within 13-21 +10%
1
-
14320
Providing earthing with perforated 40mm dia. G.I pipe (Medium class) (12mm dia. perforation) laying of 4mm dia. G.I wire from earth electrode to panel including excavation hole of 600mm dia. and refilling with salt and charcoal/coke in alternate layers of 300mm as per slandered specification and direction of the Engineer -in-Charge.
-
-
-
3 phase connection with 4 m long GI pipe
1
-
18492
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 & fitting, fixing of pressure meter (0.00-14.0Kg/sqcm.) as per specification and the direction of the Engineer-in-charge.
1
-
771.4
Providing & fitting, fixing of 3 phase indicating lamp fitted with panel board with Three different color lamps with batten holder complete as per specification and direction of the Engineer -in-Charge.
1
-
212.8
Providing & fitting, fixing heavy duty box type (Resin filled) power factor correction capacitor L&T make etc. complete as per specification and direction of the Engineer-in-Charge.
-
-
-
i)5-15KVR/Ar 440V
5
-
572.7
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-in-charge ( G.I. pipe will be provided by the agency at his own cost & risk).
-
-
-
iv. For 100 mm dia G.I. Pipe with 10 mm thick GI flange
10
-
4474
Installation of submerssible pump and suitable motor upto required depth with GI column pipe in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge.
-
-
-
ii. 5000 GPH Capacity
30
-
393.8
Providing & Installation of of submerssible pump with suitable motor upto the depth of 80 ft to 100 ft by 50/65 / 80/100/125 mm dia GI pipe welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge ( pump, motor with cable, 50/65 / 80 / 100 / 125 mm dia GI pipe for assembly will be issued by the agency at his own risk & cost ).
ii. 5000 GPH capacity 150.00 mtr Head
2
-
119547
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements