Public Works Department Tender
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Costs
EMD
₹ 20,554Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEDWS_15124_1Bid Award Id
ViewTender No
295/EE/PWD(DWS)/AMB/2020-21Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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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.
15.38
-
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)1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
15.38
-
9306.1
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 bars
2500
-
78.2
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
i)Foundations, footings, bases for columns etc.for mass concrete with steel formwork
5.2
-
318.5
ii)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
100.41
-
370
iii)Suspended floors, roofs, landings, balconies and access platform with M.S. plates and props
94.98
-
561.1
iv)Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
18.29
-
385.2
v)Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
9.6
-
483
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:
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
19
-
12581
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)In walls (any thickness), including attached pilasters, buttresses, piers, abutments etc. 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
4.5
-
13581.9
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-
-
-
-
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
11.87
-
13894.7
First class brick work in foundation and plinth including cost of all materials as required complete:-
-
-
-
In cement mortar 1:4 ( 1 cement : 4 fine sand ).
14.6
-
8888.4
First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-
6.3.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ).
1.82
-
10136.49
Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete.
1.82
-
419.1
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 )
82
-
1363.1
Providing and placing of GI pipe over the pump house on top portion of the RCC coloum as per specification and the direction of the Engineer in charge.
-
-
-
150mm dia
6.17
-
1414.3
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.
6.12
-
4159.3
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.
-
-
-
Fixed to steel windows by welding
32
-
122.3
12 mm cement plaster of mix
-
-
-
Cement mortar 1:4 ( 1 cement : 4 fine sand )
145.6
-
174.8
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 )
92
-
203.4
Neat cement punning.
65
-
45.1
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)
18
-
162.4
Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design.
8
-
76.5
Providing and laying in position cement concrete of specified grade including the cost of Form work, all work upto plinth level as per clauses of Chapter - 4 of CPWD specification.
-
-
-
1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded well burnt brick aggregate 20 mm nominal size)
2.2
-
9594
Steel work in built up tubular trusses includng cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete as required:-
-
-
-
Hot finished welded type tubes
152
-
122.9
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.
-
-
-
0.63 mm thick with zinc coating not less than 275 gm / m2
27.88
-
859.9
Providing and fixing wind ties of 40 x 6 mm flat iron section as per clauses of Chapter - 12 of CPWD specification.
12.23
-
107.1
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 and cost of glass strips etc. complete.
-
-
-
40 mm thick
17.6
-
526.4
Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete.
-
-
-
18 mm thick
7.8
-
352.4
Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.
12.27.1 Water thinnable cement primer
126.5
-
37.5
Colour washing such as green, blue or buff with whiting to give an even shade on new work (two or more coats ) complete. 12.22.1 New work (two or more coats) with a base coat of white washing with lime
126.5
-
23.9
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
3X500 ltr= 1500 ltr
1500
-
10
Providing and fitting fixing of 6 feet x4 feetx 1inch(thickness) Gamair wood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post(size 2 inchx2inchx9feet) nuts and bolts etc for irriction of the same by 1:1.5:3 cement concrete casting(1feetx1feet x2feet) 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 earthing with perforated 40 mm dia GI pipe(medium class) (12 mm dia perforation), laying of 4 mm dia GI wire from earth electrode to panel, in/c excavating hole of 600 mm dai 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
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), tripple pole with Neutral link (TPN), current range 100 amps, 415/500 volt, L&T/Havells/HPL make etc complete as per specification and direction of the Engineer-in-charge.
-
-
-
i) 63 amps
1
-
4995
Providing and fitting fixing of moving iron type, range 0-500 V, 96 mm x 96 mm size AC volt leter(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.
1
-
954.8
Providing and fitting fixing of moving iron type, range 0-100 V, 96 mmx96mm 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 the direction of the Engineer in charge.
1
-
1671.4
Providing and fixing of Moulded Case Circuit Breaker (MCCB) of Thermal release range 25-32 amps, 415+V, 50Hz (L&T, BCH,ABB make) as per specification and direction of the Engineer in charge.
-
-
-
(i)32-40 Amps.
1
-
4308.3
Providing and fixing with PVC insulated single core multistrand copper cable confirming to IS :694 for inter connection with electrical equipments of the pannel board as per specification and direction of the Engineer in charge.
-
-
-
i)16 sqmm
20
-
256
Supplying & installation of submerssible pump with syitable motor upto the depth of 80 ft by 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 65/80/100/125 mm dia for assembly will be supplied by the agency at his cost).
-
-
-
i)2500 GPH capacity with 10mm thick G.I flange. (1 no. Standby)
2
-
60000
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.(1 no. Standby)
-
-
-
i) 25 HP/18.5 kw Relay range within 13-21 + 10% .
2
-
14320
Providing and fitting fixing Single phasing preventor+selectable under voltage +selectable over voltage on delay 5 sec & off delay 15 sec phase asymmetry 10% L & T /BCH/HAVELS/Siemens etc. make complete as per specification and direction of the Engineer-in-charge.
1
-
1664.2
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.
1
-
212.8
Providing and fitting fixing with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge.2.50 sqmm
100
-
137.5
Excavation trenches of required width for pipes etc. including excavation of sockets, dressing of sides where required, ramming of bottom, depth up to 1500 mm (slope-1 in 200) including getting out the excavated soil and backfilling of soil as required after laying of pipelines in layer not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming, watering etc. & disposing of surplus excavated soil with all required leads 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
1300
-
65.3
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 & direction of the Engineer-in-charge.
A. Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
i. 40 mm OD.
200
-
72.8
ii. 90 mm OD.
1000
-
220.1
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.
100
-
42.7
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
5
-
134
i) 90 mm dia
10
-
246.1
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.
-
-
-
External work. i) 100 mm dia. nominal bore
30.5
-
1162.3
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) 40 x 40 mm dia
5
-
192.9
i) 90 x 90 mm dia
8
-
289.2
Providing, fixing and laying fabricated UPVC end cap confirming to IS:10124 (part-4) with solvent cement confirming to IS:14182 in/c testing of joints complete as per chapter-20 of CPWD specification and direction of the Engineering-in-charge.
-
-
-
a) 90mm dia
3
-
125.4
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.
-
-
-
a) 90mm dia
10
-
313.2
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.
-
-
-
(b) 80 mm dia.{P.N-1.6}
4
-
3417.6
Providing & fixing GI bend/elbow in the pipeline including testing of joints complete as CPWD specification & direction of incharge.
-
-
-
i)15 mm dia
5
-
90.2
iii)40 mm dia
8
-
281.8
Providing & fixing GI reducer in the pipeline including testing of joints complete as CPWD specification & direction of incharge.
-
-
-
iii) 40x15 mm
10
-
146.6
ii) 80x65 mm
2
-
337.3
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.
-
-
-
iii. 40x40x40 mm dia
5
-
243.1
iii. 80x80x80 mm dia
5
-
707.2
Providing and fixing of CI non-return valve of approved quality as per CPWD and as per direction of Engineer in charge.
-
-
-
(i) 80 mm dia.
2
-
3346.9
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.
5
-
97.3
Providing, fixing and laying fabricated UPVC socket / couper confirming to IS:10124 (part-2) with solvent cement confirming to IS:14182 in/c testing of joints complete as per CPWD specification & direction of the Engineering-in-charge.
-
-
-
a) 90 mm dia
10
-
182.5
Providing & fixing bruss ferrule with CI cover conforming t0 IS:2692 in/c boaring and taping the main as per chapter 20 of CPWD specification and direction of Engineer in charge.
-
-
-
i.10 mm nominal bore
5
-
296.3
Providing & fixing of GI socket as CPWD specification & direction of incharge.
-
-
-
i)15 mm dia
5
-
68.8
i)15 mm dia
8
-
99.2
Providing & fixing of GI union joints as per CPWD specification and direction of Engineer in charge
-
-
-
(i) 15mm dia
5
-
98.5
(iii) 40 mm dia
8
-
301.2
Providing & fixing GI Nipple of medium class as per chapter 20 of CPWD specification and direction of Engineer in charge.
-
-
-
(i) 15mm dia 75mm long
5
-
50.2
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