Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date26 Jul 2024
Closing Date17 Aug 2024
Tender Amount₹ 71,99,511
Costs
EMD
₹ 1,43,990Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Jjm Scheme In North Tripura District During The Year 2024-25
Description
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Contact
Tender Id
2024_CEDWS_51213_1Bid Award Id
ViewTender No
09/EE/DWS/KCP/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
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)
8.03
113069
14075.6
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-1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
11.95
185236
15502.2
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)
8
126231
15780.9
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or
more
3800
394820
103.9
Centering shuttering including struttings, propping etc. and removal of form work for:5.8.1.1 Foundations, footings, bases for columns etc. for mass concrete with timber plank
3.52
1175
333.9
5.8.3 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
104.49
51837
496.1
Suspended floors, roofs, landings, balconies and access
platform with timber planks
27.08
15628
577.1
6 mm cement plaster of mix :Cement mortar 1:4 (1 cement : 4 fine sand)
131.57
23183
176.2
12.5 Neat cement punning
131.57
7473
56.8
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.100 mm dia Ductiile iron class k-7 pipes
6
11167
1861.1
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.ii). 100 mm dia
2
187
93.7
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.100 mm dia
5
494
98.8
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.100 mm dia.
2
11122
5561.1
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
D.I. Flanged Socketted tail piece
-
-
-
100 mm dia
2
3722
1861.2
D.I. Flanged Spigotted tail piece
-
-
-
100 mm dia
2
4098
2048.9
Finishing walls with textured exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
12.40.1 New work ( two or more coats applied @ 3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
62.16
16746
269.4
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 ).
31.08
47661
1533.5
12 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
31.08
6968
224.2
15 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
31.08
8099
260.6
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.
4.92
27638
5617.5
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
3.5
6222
1777.7
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..
1
9372
9372.4
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
30
11844
394.8
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.
ii) 35 HP/26 kw Relay range within 20-32 + 10%
1
27556
27556.4
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
1
10275
10274.8
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.
Iv) 63-80 Amps
1
5263
5263
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) as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
2
2270
1135
Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
2
3930
1964.8
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
213
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
1
573
572.7
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.
ii) for 3-phase connection with 4.00 mtr. Long G.I. pipe
1
23656
23655.9
Providing and Installation of Providing & installation and commissioning of 76.00 mtr head water lubricated submerssible pump with 3 Ph , 415 V AC motor with star delta connection upto the depth of 100 ft by GI pipe ( conforming to IS : 1239 medium class ) with tailpiece as required 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 will be issued by the Department at free of cost but G.I. pipe of medium class for column assembly will be supplied by the agency at his cost).
i) 2500 GPH capacity with 50 / 65 mm dia G.I. pipe and 10 mm thick GI flange
1
79755
79755
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 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.
-
-
-
For UPVC pipes in new work
a. In all kinds of soil
-
-
-
For pipes not exceeding 90 mm dia
100
8760
87.6
For pipes exceeding 90 mm dia but not
exceeding 300 mm dia
100
10640
106.4
B. For G.I. / C.I. / D.I. pipes in new work
a. In all kinds of soil
-
-
-
For pipes exceeding 90 mm dia but not
exceeding 300 mm dia
1750
234150
133.8
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.Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
90 mm OD
100
27140
271.4
110 mm OD
100
37210
372.1
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.
-
-
-
ii. 100 mm dia Ductile Iron Class K-7 pipes.
1750
3256925
1861.1
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
ii. 100 mm dia
363
34013
93.7
Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
D.I. all socketted tee
-
-
-
100 x 100 x 100 mm dia
2
5927
2963.3
J) D.I. Flanged Socketted tail piece
-
-
-
100 mm dia
4
7445
1861.2
K) D.I. Flanged Spigotted tail piece
-
-
-
100 mm dia
4
8196
2048.9
A. D.I. all socketted Bend 90 degree
-
-
-
ii. 100 mm dia
4
8669
2167.3
B. D.I. all socketted Bend 45 degree
-
-
-
ii. 100 mm dia
4
8323
2080.7
Providing and fixing CI SLUICE valve with cap complete with bolts, nuts, rubber insertions etc (the tail piece if required will be paid separately) as per chapter 20 of CPWD specification and direction of engineer in charge
-
-
-
iii. 80 mm dia.A. PN-1.6
4
17279
4319.7
iv. 100 mm dia.A. PN-1.6
4
22244
5561.1
Providing and fixing C.I double action air valve of approved quality with nuts, bolts, rubber insertion complete etc. as per chapter 20 of CPWD specification and direction of engineer in charge(the tailpiece, tapper etc. if required will be paid separately.
-
-
-
iii) 100 mm dia.
2
20635
10317.3
Providing and fixing C.I non-return valve of approved quality as per chapter 20 of CPWD Specification and direction of the Engineer-in-charge.
-
-
-
ii) 100 mm nominal bore
2
15010
7504.9
Providing and fixing G.I union as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
i) 15 mm Nominal bore
50
6550
131
32 mm dia
10
3871
387.1
40 mm dia
15
5807
387.1
50 mm dia
15
7358
490.5
65 mm dia
10
8165
816.5
Providing and fixing G.I socket as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
25 mm dia
50
4510
90.2
32 mm dia
40
60936
1523.4
40 mm dia
40
5344
133.6
50 mm dia
40
6740
168.5
65 mm dia
40
8532
213.3
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in -charge.
-
-
-
ii. 15 mm dia 150 mm long
50
3430
68.6
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.
-
-
-
i)15 mm dia
120
12576
104.8
32 mm dia
10
2345
234.5
40 mm dia
10
3434
343.4
50 mm dia
10
4949
494.9
65 mm dia
8
9784
1223
Providing and fitting fixing of G.I flange (10 mm wall thickness) by welding with G.I/MS pipe and placing position as per specification and direction of the E-I-C
-
-
-
80 mm dia
360
158544
440.4
Providing and fixing of brass ferrule with C.I cover conforming t o IS 2692 in/c boring and tapping the main as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
a) 15 mm nominal bore.
10
3827
382.7
Providing and fixing UPVC service saddle as per chapter 20 of CPWD specification and direction of the engineering in charge
-
-
-
v. 90 mm dia with 15 mm dia opening
10
4477
447.7
viii. 110 mm dia with 15 mm dia opening
10
5282
528.2
Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
A). With 2nd class bricks
2
40866
20432.9
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.
-
-
-
80 mm dia nominal bore
1000
1021900
1021.9
i) 65 mm dia. nominal bore
350
290500
830
ii) 50 mm dia. nominal bore
400
261560
653.9
iii) 40 mm dia. nominal bore
250
137275
549.1
iv) 32 mm dia. nominal bore
100
47780
477.8
iv) 15 mm dia. nominal bore
100
25400
254
Providing and laying of flexible PVC pipe(conforming to IS:7634) complete including earth work as per specification and direction of the E-I-C.( cost of fittings will be paid seperately).
-
-
-
i) 15 mm dia
500
28650
57.3
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