Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date6 May 2021
Closing Date25 May 2021
Tender AmountRefer Documents
Costs
EMD
₹ 50,124Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEDWS_18824_1Bid Award Id
ViewTender No
65/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
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.
6.86
-
887.5
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 stone aggregate 20 mm nominal size)
6.86
-
9872.1
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:
14.63
-
10974.6
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-
14
-
11791.9
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-
13.27
-
12104.7
Centering shuttering including struttings, propping etc. and removal of form work for: Walls (any thickness) including attached pilasters,buttresses, plinth and string courses etc. using shuttering
ply
142.78
-
370
Suspended floors, roofs, landings, balconies and accessplatform with 12 mm thick shuttering ply
27.33
-
539
Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
24.15
-
385.2
Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
22.9
-
483
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
6341
-
78.2
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 ).
0.13
-
8888.4
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 ).
4.33
-
10136.49
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 )
18.04
-
1363.1
Cement concrete flooring 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
12
-
570.6
12 mm cement plaster of mix. In cement mortar 1:4 ( 1 cement : 4 fine sand )
312.08
-
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 )
22.87
-
203.4
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:-
4.92
-
3547.6
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. Hot finished welded type tubes
100
-
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. 0.63mm thick with zinc coating not less than 275gm/m2
24.34
-
859.9
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]. New work ( two or more coats applied @ 3.84 kg/10 sqm
44
-
73.6
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] : i) 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)
49
-
119.4
Neat cement Punning
241.93
-
45.1
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
10
-
82.8
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
Drilling and boring pilot hole in any soil strata by manual means, collection of soil samples of different strata met with during drilling at various suitable levels, preservation of samples in polythene bags / sample boxes and disposal of excess soil or mud, including the cost for water etc. as required to maintain the pilot hole properly as per specification and direction of the Engineer - in - charge. (i)100mm dia
402.6
-
367.2
Reaming of pilot hole to an enlarged bore hole in any soil strata by manual means, disposal of excess soil or mud, including the cost for water etc. as required to maintain the bore hole properly as per specification and direction of the Engineer-in-charge. i) From 100 mm dia pilot hole to 300 mm bore hole.
402.6
-
408.5
Providing & lowering of UPVC pipe as per IS 12818 after washing of the bore hole by manual means, disposal of the bore hole by manual means as per specification and direction of the Engineer-in-charge. (A) CM casing pipes
-
-
-
125 mm dia
146.4
-
766
100mm dia
109.8
-
486.2
B). "RS" pipe (i). 100mm dia
146.4
-
762.5
Washing and developing of tube well by using hand pump or by any suitable method and testing of the well as per specification and direction of the Engineer - in - charge.
402.6
-
35.5
Providing fixing of UPVC reducer suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer in charge. (ii).125X100mm dia
4
-
809.7
Providing fixing of UPVC end cap / well suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer in charge. (i).100mdia
4
-
449.5
Providing and shrouding of deep tube well assembly with washed pea gravels (2.0 - 4.75 mmeffective size) as per specification(IS:4097) and direction of the Engineer - in - charge. With Contractor's rig
1) Pea gravels obtained from Durgapur, West Bengal.
15.16
-
12139.2
Providing earthing with perforated 40mm dia G.I. Pipe (Medium class) (12mm dia perforation), laying of 40mm dia G.I. 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 single phase connection with 2.50 mtr. Long G.I.pipe
4
-
11940.6
Providing and fixing of housing clamp ( made with12mmthick MS sheet ) along with well cap (made with 10 mmthick MS sheet ) with necessary arrangements for SBDTW as per specification and direction of the Engineer - in - charge. (i).125mm dia
4
-
2860.1
Supplying and fitting fixing of submersible pump of 2000/3000 GPH capacity, 60 mtr. Head with motor of required capacity single phase in/c 40 mm dia 30.00 mtr. Heavy duty G.I. Pump assembly and reducing socket, delivery band 90 degree non-return valve and fitting etc. as per direction of the Engineer-in-charge.
4
-
23980
Supplying & fitting of panel box of MS sheet with locking arrangement comprises with starter, main switch, busier ammeter, Volt meter, , selector Switch etc. inside the box including service connection within 50.00 mtr. length from L.T line with roof for rain water protection and 4 (four) Nos. stand by R.C.C work in all respect as per direction of the Engineer - in - charge.
4
-
4500
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 90 mm dia
4000
-
65.3
A).For UPVC pipes in new work
a). in all kinds of soil i). For pipes exceeding 90mm dia but not exceeding 300mm dia.
2000
-
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).150mm dia
12
-
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)
5
-
6967.3
ii.100mm dia. (PN-1.6)
4
-
4559.7
iii.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 900 iii) 150 mm dia
2
-
2652
B) DI all socketted bend 450 iii) 150 mm dia
2
-
2594.4
C) DI all socketted bend 22.5 degree i).150mm dia
6
-
1974.1
D) DI all socketted TEE vi) 150 X 150 X 150 mm dia
3
-
4254.1
E) DI Collar fiange socketted (i).150mm dia
4
-
2310.4
F) DI flanged socketted tail piece (i).100mm dia
3
-
1412.8
iii) 80 mm dia
3
-
1253.1
iv) 150 mm dia
4
-
1986.1
G) DI flanged spigotted tail piece (i).100mm dia
3
-
1555.3
ii).80mm dia
3
-
1251.3
iii).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. 150 mm dia DI class K- 7 pipes.
200
-
1981.7
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
a)150mm dia.
30
-
116
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
ii. 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).90mm 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
iii. 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. 110 x 90 mm dia
10
-
264.5
ii. 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).90mm dia
7
-
313.2
ii. 110 mm dia
7
-
420.6
iii. 140 mm dia
10
-
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.
100
-
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
150
-
72.8
ii. 50 mm OD
1350
-
92.5
iii. 90 mm dia.
1500
-
220.1
iv. 110 mm dia
1200
-
301.7
ii. 140 mm OD
800
-
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 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. i. For 3-phase connection with 4.00 mtr. Long G.I. Pipe.
1
-
18492
prividing & fitting fixing of 5000 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 4.0 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 Rngineer-in-charge. (Duke/ Kirloskar/Calama make)
1
-
74561.54
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
Fabrication of column pipe including providing & fitting fixing of G.I. flange by cutting the GI pipe into 3.05 mtrs. Size and welding the same with GI flange as per specification anddirection of the Engineer-in-charge ( G.I. pipe will be issued bythe Department at free of cost ). I ) For 80 mm dia G.I. pipe with 10 mm thick GI flange
2
-
833.9
Providing and fitting fixing 3 phase indicating lamp fiited with panel board with three different colour lamps with battenholder complete as per specification and direction of theEngineer-in charge
1
-
212.8
Providing and fitting fixing Single phasing preventorselectable under voltage +selectable over voltage on delay 5 sec & off delay 15 sec phase asymmetry 10% L & T/BCH/HAVELS iemens etc. make complete as perspecification and direction of the Engineer-in-charge.
1
-
1664.2
Providing and fitting fixing of moving iron type, Range 0-100/ 0-200 amps ,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 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. i. 16 sqmm
30
-
256
Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
i).100mm nominal bore.
1
-
5980
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 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
200
-
90.2
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-charge. i)15 mm Dia
100
-
98.5
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer-in-charge. i)15 mm Dia
100
-
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
100
-
97.3
Providing and fixing G.I. nipple of medium class as per CPWD Specification and direction of the Engineer-in-chargei) 15 mm dia 150 mm long
200
-
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.
100
-
296.3
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