Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date23 Jul 2021
Closing Date13 Aug 2021
Tender Amount₹ 79,15,076
Costs
EMD
₹ 72,615Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEDWS_21233_1Bid Award Id
ViewTender No
64/EE/DWS/AGT-II/21-22Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
A)All kinds of soil
44.73
-
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.
12.24
-
887.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. a) All work upto plinth livel
-
-
-
i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded brick aggregate 40 mm nominal size) cum well burnt
0.84
-
8797.9
ii) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded well burnt brick aggregate of 40 mm nominal size)
4.18
-
8075.6
iii) 1 : 4 : 8 ( 1 cement : 4 fine sand : 8 graded well burnt brick aggregate of 40 mm nominal size)
6.95
-
7844.8
Centering shuttering including struttings, proppingetc. and removal of form work for:
-
-
-
i) Foundations, footings, bases for columns
20
-
238.6
ii) Columns, piers, abutments, pillaras, posts and struts
13
-
391
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
3.78
-
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)
2.16
-
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
2.21
-
10737.8
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
160
-
268.9
Suspended floors, roofs, landings, balconies and access platform with timber planks
100
-
464.3
ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
290
-
317.7
iii) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
30
-
462.3
iv) Weather shade, Chajjas, corbels etc., including edges.
20
-
417.7
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth Level level
-
-
-
i) Thermo-Mechanically Treated bars of gradeFe-500D or more
520
-
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 of gradeFe-500D or more
430
-
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 )
25.63
-
8888.4
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 )
3.25
-
10136.49
Extra for brick work in triangular, square and rectangular pillars including cost of all materials as required complete.
3.25
-
419.1
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 )
20
-
1187.9
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 )
79.83
-
1363.1
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.
97.2
-
122.3
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.
11.52
-
3388.8
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
240
-
122.9
Providing and fixing M.S. round holding down bolts withnuts and wahser plates complete as per standard design.
20
-
76.5
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.
-
-
-
i) 40 mm thick with 20mm stone aggregate
28.2
-
526.1
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
48.51
-
859.9
12 mm cement plaster of mix.
-
-
-
i) In cement mortar 1:4 (1 cement : 4 fine sand)
180
-
174.8
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 )
120
-
203.4
Neat cement punning.
100
-
45.1
Distempering with oil bound washabale distemper of approved brand and manufacture and of required shade on new work (two or more coats ), over and including a priming coat of cement primer to give an even shade complete. ( Payment shll bemade after submission of Test certificate issued by the manufacturer)
120
-
95.7
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] :
-
-
-
New work ( two or more coats applied @ 3.84 kg/10 sqm)
150
-
61.5
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 work
60
-
82.8
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
1400
-
72.8
ii) 50 mm OD
1000
-
92.5
iii) 90mm OD
4400
-
220.1
iv)110mm OD
2400
-
301.7
v)140mm OD
2000
-
495.1
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) 40 mm dia
12
-
134
ii) 50 mm dia
8
-
157.5
iii) 90 mm dia
30
-
246.1
iv) 110 mm dia
16
-
293.3
v) 140 mm dia
14
-
381.6
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) 40 mm OD
14
-
82
ii) 50 mm OD
10
-
86.8
iii) 90 mm dia
36
-
125.4
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 per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 50 x50 mm dia
5
-
217.1
i) 90 x 90 mm dia
13
-
289.2
ii) 110 x 110 mm dia
7
-
475.1
iv) 140 x 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.
-
-
-
i) 50 x 40 mm dia
10
-
145
ii) 110 x 90 mm dia
26
-
264.5
iii) 140 x 110 mm dia
14
-
349.3
Providing, fixing and laying flanged fabricated UPVC tailpiecewith MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as er CPWD specification anddirection of the Engineer - in - charge
-
-
-
i) 90 mm dia
12
-
313.2
ii) 110 mm dia
8
-
420.6
iii) 140 mm dia
8
-
567.4
Providing and fixing G.I. pipes medim 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
600
-
197.5
Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 80 mm nominal bore
2
-
3346.9
Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 10 mm nominal bore
600
-
296.3
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) 80 mm dia. A. PN - 1.0
6
-
3379.2
ii) 100 mm dia. A. PN - 1.0
4
-
4647.1
ii) 125 mm dia. A. PN - 1.0
4
-
5749.5
ii) 150 mm dia. A. PN - 1.0
4
-
6975.8
Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i Upto 300 mm dia.
0.3
-
181392.2
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 150 mm dia
56
-
116
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) 150 mm dia Ductile Iron Class K-7 pipes.
300
-
1981.7
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 150 mm dia
20
-
141.8
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
600
-
54.4
ii) 15 mm dia 225 mm long
600
-
58.6
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
56
-
287.3
(ii) 50 mm dia with 15 mm dia opening
34
-
304.8
iii) 90 mm dia with 15 mm dia opening
98
-
355.3
iv) 110 mm dia with 15 mm dia opening
32
-
419.4
v) 140 mm dia with 15 mm dia opening
24
-
468.5
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
2400
-
42.7
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including 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. All kind of Soils
i) For pipes not exceeding 90 mm dia
8926
-
65.3
ii) For pipes exceeding 90mm dia but not exceeding 300mm dia.
4444
-
79.3
B) For GI/CI/DI pipes in new work.
a) All kind of Soils
i) For pipes exceeding 90mm dia but not exceeding 300mm dia.
303
-
99.8
Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
1) 15 mm dia
1200
-
90.2
ii) 80 mm dia.
4
-
1593.1
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) 80 x 80 x 80 mm dia
2
-
707.2
Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 100 x 100 x 80 mm dia
2
-
923.7
Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i ) 100 x 80 mm dia
2
-
474.8
ii) 150 x 100 mm dia
2
-
676.6
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 15 mm dia
1200
-
68.8
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 15 mm dia
600
-
98.5
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge.
-
-
-
i) 100 amps
2
-
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%
2
-
22522.8
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood 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
-
7847.4
Providing and fitting fixing with PVC insulated single core multistrand 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) 16 sqmm
50
-
256
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
Providing and fitting fixing of moving iron type, Range 0-100/0-200 amps, 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 pannel board as per specification and direction of the Engineer-in-charge.
2
-
1671.4
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.
-
-
-
i) 32-40 Amps
2
-
4308.3
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
2
-
18492
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
Providing and 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) 5-15 kVAr 440 V
16
-
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).
-
-
-
i) For 100 mm dia G.I. pipe with 10 mm thick GI flange
24
-
4474
Providing and fitting fixing of pressure meter ( 0.0 - 14.0 Kg/ sqcm.) as per specification and as per specification and the direction of the Engineer - in-charge.
2
-
771.4
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) 150 mm dia
10
-
550.1
ii) 100 mm dia
4
-
395.9
Making road crossing by horizontal boaring 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.
-
-
-
A. By manual means
320
-
466.8
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
12
-
1414.3
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) 15 mm dia PVC /plastic bib cock
600
-
97.3
Proiding and fitting fixing of 10000 GPH x 76 mtrs. Head water lubricated submersible pump of maximum 150 mm outer dia. With maximun 10(Ten) stages coupled with required water and non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50Hz, AC supply and star delta method of starting along with 35 mtrs. x 2 x 3 x 4 sq.mm joint less PVC 3 (three) core double length flat cable (continuous length) of suitable size fitted with submersible motor, suction case, strainer, coupling key, vertical non- return valve cum discharge case including supplying of 10 Nos. suitable cable guard with clips and nuts & bolts, 2 (two) pair M.S. column clamps as per direction of Engineer-in-charge conforming to terms & conditions of the contract ( Each pump with motor shall consists of stainless stell closed type impeller , C.I. bowl, C.I discharge case, pump shaft (styainless steel), bush (bronze), shaft sleeve (bronze/ chromium), sand guard, winding rotor, stator, counter thrust plate, thrust plate, thrust bearing segment etc. conforming to relevant BIS codes.)
2
-
84708.62
Providing and fitting fixing supply monitoring Device i.e; single phase preventer including selectable under voltage and selectable oven voltage with delay selectable off delay 15 sec and on delay 5 sec and phase Asymmetry 10% of L&T make type SM 501 3 phase 3W Cat No. MG53BF in IP Metal Door 2 way of CRCA Sheet Steel enclosure of L& T make Cat No. DBENC002 SD connection with necessary F.R PVC insulated single core unsheathed with ultistrand bare copper conductor voltage grade 1.1 KV (11000 V) conforming to IS 694-1990 of L & T make as per direction of the Engineer-in-Charge.
2
-
2610
Supplying and wooden toolbox of size 1.00 x 0.60 x 0.75 m in/c MS bolt hinge with necessary screw, sliding door bolt and painting complete as per direction of the Engg-in-Charge.
2
-
2057
Supplying ISI marked/ Taparia make tools for water scheme.
-
-
-
i) Sly wrenches (12”)
2
-
313.01
ii) Pipe wrench (14”)
2
-
333.58
iii) Pliers (8”)
2
-
211.34
iv) Screw Driver (8”)
2
-
213.62
v) Hacksaw frame with blade 2 Set
2
-
110
Providing & fitting, fixing of signboard (Size 1.00 X 0.75m) at water supply scheme in/c cost of 1mm thick plain aluminum or G.I. sheet with necessary MS angle (40 X 40 X 5mm) in/c necessary bending and fixing on the GCI walling of pump house and painting writing nail spikes etc. and carrying to the work site complete as per direction of the Engineer-in-Charge.
2
-
803
Supplying of armed plastic chair (Supreme make).
2
-
249
Supplying of wooden table with a drawer to the right side of size 48” X 30” X 30”.
2
-
600
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