Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date4 Jul 2022
Closing Date19 Jul 2022
Tender Amount₹ 85,08,806
Costs
EMD
₹ 1,70,176Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CEDWS_29715_1Bid Award Id
ViewTender No
01/DNIeT/SE/DWSC/UDP/2022-23 (2nd Call)Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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B. Bottom Plug i) PCC M 20 Grade
Case - I : Using Concrete Mixer
29.34
-
11120.76
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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.
7.6
-
68369.64
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Sand Filling in Wells complete as per Drawing & MoRT&H technical specifications Clauses 1200.
132
-
1078.1
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Sinking of wells of circular shape in all kinds of soil, through all kinds of stratas and category, with or without water by all methods, other than pneumatic sinking including construction of cofferdams, wherever necessary including dressing for laying the well curbs, removal of underground snags, if any, such as logs, isolated boulders etc. encountered during sinking including use of Kentledge including supports, loading and unloading of weight etc.as per drawing and technical specification and removal of earths etc. with all lifts and lead upto 1000 m as per MoRT&H technical specification section 1200.
I. Depth below bed level upto 5.0 m
69.27
-
392.6
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II. Depth beyond 5.0m upto 10.0 m
69.27
-
636.5
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III. Depth beyond 10.0 m upto 15.0 m
69.27
-
944.9
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IV.Depth beyond 15.0 m upto 20.0 m
30.49
-
1384.6
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Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per drawings & MoRT&H technical specifications Clauses 1200 & 1900
0.82
-
90325.24
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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:
1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 40 mm nominal size)
3.77
-
10149
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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 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded stone aggregate of 20 mm nominal size)
2.94
-
12104.7
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Steel work in welded built up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required .
i) In grating, frames, guard bar, railing ,brackets, gates & similar works, all complete.
213
-
113.8
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:
Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture
10
-
119.7
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Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work including cutting, hoisting and fixing in position and applying a priming coat of approved steel primer all complete as required.
A.For shutter, valves of ports, lifting arrangement of pumps etc.
a) Frame (MS)
169.3
-
91.2
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b) Shutter Plate (8 mm Thick) MS
231.73
-
91.2
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c) Spacer (MS)
52.09
-
91.2
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d) NUT (GM)
41.62
-
91.2
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e) Spindle 40 mm Dia (MS)
68.23
-
91.2
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f) Guide Brush
2.84
-
91.2
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g) Collar (MS)
2.84
-
91.2
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h) Channel ISMC:100 (MS)
33.12
-
91.2
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i)Coupling
4.44
-
91.2
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j) M 10 Nut & bolts
12
-
91.2
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k) Angle IAS-65x65x6
62.64
-
91.2
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l) Head Stock (CI)
186.42
-
91.2
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m) CI wheel (CI)
6
-
91.2
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n)MS Fine screen of steel wire fabric for intake well port
41.85
-
91.2
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o)Chain pulley (ISMB:150)
202.64
-
91.2
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Raw Water Pump House
-
-
-
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Reinforcement cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, colounns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement.
i). 1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded stone aggregate of 20 mm nominal size)
2.72
-
11791.9
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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 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded stone aggregate of 20 mm nominal size)
8.34
-
12104.7
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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 of grade Fe-500D or more
2300
-
78.2
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Centering shuttering including struttings, propping etc. and removal of form work for:
i)Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply.
43.67
-
385.2
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ii) Columns, Pillars,Piers, Abutments, Posts and Struts with M.S. shutters
29.1
-
516.9
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iii) Weather shade, Chajjas,corbels etc., including edges.
6.23
-
417.7
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iv)Edges of slabs and breaks in floors and walls under 20 cm wide
47.44
-
99.5
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Extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof: Suspended floors, roofs, landing, beams and balconies (Plan area to be measured).
i)Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. a) Roof Beam
17.63
-
428.4
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ii)Suspended floors ,roofs, landings, balconies and access platform with MS plates & props
a) Roof slab
29.69
-
428.4
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iii) Columns, Pillars,Piers, Abutments, Posts and Struts with M.S. shutters
a) Column (24.60m - 25.60m)
6
-
214.2
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b) Column (25.60m - 26.45 m)
2.1
-
428.4
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iv)Edges of slabs and breaks in floors and walls under 20 cm
a) Roof slab
16.76
-
428.4
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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 1:6 ( 1 cement : 6 fine sand )
17.42
-
9859.7
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Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:
i) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete.
300
-
113.8
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Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 275mm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters & with handles, hold fast including embedding in cement concrete of required grade required for fixing in position, all necessary fittings, including applying of approved steel primer etc. complete as required:.
i) 80xl.25mm M.S. laths with 1.25 mm thick top cover
5.7
-
2924.3
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Providing and fixing in position 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide sufficiently long at the top and bottom respectively, channels & with bolts, nuts, rivets, locking arrangement, stoppers, handles, hold fast 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.
6.08
-
4159.3
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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. i) Fixed to steel windows by welding.
131.63
-
122.3
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Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :
i) 150 x 10 mm
10
-
58
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6 mm cement plaster of mix:
i) In cement mortar 1:4 ( 1 cement : 4 fine sand )
60.64
-
136.9
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20 mm cement plaster of mix :
i) In cement mortar 1:6 ( 1 cement : 6 fine sand )
86
-
221.9
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15 mm cement plaster on the rough side of single or half brick wall of mix: i) In cement mortar 1:6 ( 1 cement : 6 fine sand
78
-
185.3
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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
New work ( two or more coats) over and including water thinnable priming coat with cement primer.
78
-
95.7
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Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.
Water thinnable cement primer
86
-
37.5
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Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
86
-
119.4
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:
Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture
31.8
-
119.7
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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
Cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
22.06
-
510
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Grading roof for water proofing treatment complete as required as per direction of the Engineer-in-charge with :
Cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
1.57
-
10554.1
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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:
1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
0.42
-
8075.6
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Raw water rising main
-
-
-
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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.
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.
410
-
99.8
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Providing and laying S&S centrifugally cast (SPUN) ductile iron class K-9 pipes conforming to IS: 8329 as per CPWD specification and direction of the Engineer-in Charge.
i) 200 mm dia Ductile Iron Class K-9 pipes
410
-
2578.4
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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) 200 mm dia
5
-
189
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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.
0.5
-
181392.2
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Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer-in-charge.
i) 200 mm dia
2
-
16749.4
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Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately ).
i) 200 mm dia
2
-
13265.3
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Raw water pump sets
-
-
-
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Cost of Pump with Motor
2
-
668918
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Charges for 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 200 mm Dia
A) P.N-1.6
4
-
1888.2
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Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
200 mm dia
4
-
16749.4
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Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), current range 200 Amps, 415/500 Volt, L & T / Havell's/HPL make etc. complete as per specification and direction of the Engineer-in-charge. 200 amps
2
-
14012.8
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Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, 125 HP/ 90 kw Relay range within66-110 + 10% ) 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.
75 HP/ 55 kw Relay range within 45-75 + 10%
2
-
63303.5
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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 pannel board as per specification and direction of the Engineer-in-charge.
2
-
954.8
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Providing and fitting fixing of AC Amps meter Specify Dial-/5 A ( L & T / AE make) with selector switch and CT round coil TW-2,(150/5) as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge
2
-
1157
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Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. 80-100 Amps
2
-
4278.6
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Providing in/c inter connection of all electrical eqipments etc. by PVC insulated Single CoreUnsheathed with multi strand, Cupper Conductor, 125A current carying caapacity 396/0.4, 50 Sq mm Flexible Cable (Appox 40 mtr)
2
-
30000
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5 feetX4 feet Steel enclosure Pannel board in/c insulated board
2
-
17000
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Providing and fitting fixing of Capacitor Bank 20 KVAr,440 V
2
-
5420
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Providing and fitting fixing 3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge.
2
-
212.8
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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.
i) for 3-phase connection with 4.00 mtr. Long G.I. Pipe
1
-
18492
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3 ton capacity Chain pully with chain & Mechanical arrangement
1
-
52000
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Labour Charge for fitting fixing of all pump motor & all other related arrangement etc complete .
1
-
16000
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Cost of Transportation Charge In/c loading Unloading
1
-
10000
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Providing and laying Double Flanged ( screwed / welded ) centrifugually ( Spun ) cast iron, class B ( IS : 1536 ) as per CPWD specification and direction of the Engineer - in - charge. i) 300 mm dia C.I. Double Flanged Pipe
4
-
7613
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ii) 200 mm dia C.I. Double Flanged Pipe
2
-
4906.7
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Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc. suitable for flanged jointing as per IS : 1538 as per CPWD specification and direction of the Engineer - in - charge
i) Upto 300 mm dia.
0.27
-
129042
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