Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date7 Oct 2023
Closing Date30 Oct 2023
Tender Amount₹ 67,16,703
Costs
EMD
₹ 1,34,334Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Construction Of 3 Nos. Clear Water Reservoir
Description
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Contact
Tender Id
2023_CEDWS_42817_1Bid Award Id
ViewTender No
71/EE/DWS/KCP/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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)
11.55
122090
10570.6
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)
24.1
339250
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)
35.85
555707
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)
24
378694
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
9240
960036
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
10.56
3526
333.9
5.8.3 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
313.49
155522
496.1
Suspended floors, roofs, landings, balconies and access
platform with timber planks
81.24
46884
577.1
6 mm cement plaster of mix : Cement mortar 1:4 (1 cement : 4 fine sand)
394.71
69548
176.2
12.5 Neat cement punning
394.71
22420
56.8
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
15
1482
98.8
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
186.48
50238
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 ).
93.24
142984
1533.5
12 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
93.24
20904
224.2
15 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
93.24
24298
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.
14.76
82914
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
10.5
18666
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..
3
28117
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
90
35532
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%
3
82669
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
3
30824
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
3
15789
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.
6
6812
1135.3
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.
6
11789
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.
3
803
267.5
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
3
2247
749
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
3
70968
23655.9
Providing and Installation of 76.00 mtr head water lubricated submerssible pump with 3 Ph , 415 V AC motor with star delta connection along with PVC insulated 3 core flat copper cable conforming to relevant IS code for submersible motor with necessary equipments and fittings as required upto the depth of 100 ft(maximum) 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 (each pump with motor shall consist of stainless steel impeller conforming to relevant BIS code) pump make -Duke/KSB/WPIL/Texmo/CRI/Calama)(pumpset, cable,G.I. column pipes with necessary fittings etc. will be supplied by the agency at his cost and for main switch/starter payment will be done separately).
i) 2500 GPH capacity with 50 / 65 mm dia G.I. pipe and 10 mm thick GI flange
3
236037
78679
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
3000
262800
87.6
For pipes exceeding 90 mm dia but not
exceeding 300 mm dia
1500
159600
106.4
B. For G.I. / C.I. / D.I. pipes in new work
a. In all kinds of soil
-
-
-
ii. For pipes exceeding 90 mm dia but not
exceeding 300 mm dia
33
4415
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
3000
814200
271.4
110 mm OD
1500
558150
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.
33
61416
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
18
1687
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
6
17780
2963.3
J) D.I. Flanged Socketted tail piece
-
-
-
100 mm dia
6
11167
1861.2
K) D.I. Flanged Spigotted tail piece
-
-
-
100 mm dia
6
12293
2048.9
A. D.I. all socketted Bend 90 degree
-
-
-
ii. 100 mm dia
6
13004
2167.3
B. D.I. all socketted Bend 45 degree
-
-
-
ii. 100 mm dia
6
12484
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
6
25918
4319.7
iv. 100 mm dia. A. PN-1.6
6
33367
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.
6
61904
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
6
45029
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
120
15720
131
Providing and fixing G.I socket as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
i) 15 mm Nominal bore
240
18864
78.6
ii) 25 mm dia
60
5412
90.2
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
120
8232
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
ii)50 mm dia
30
14847
494.9
iii)65 mm dia
24
29352
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
-
-
-
50 mm dia
24
7975
332.3
65 mm dia
24
9254
385.6
80 mm dia
24
10570
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.
120
45924
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
60
26862
447.7
viii. 110 mm dia with 15 mm dia opening
60
31692
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
6
122597
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.
-
-
-
i) 65 mm dia. nominal bore
150
124500
830
ii) 50 mm dia. nominal bore
150
98085
653.9
iii)80 mm dia nominal bore
150
153285
1021.9
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
4500
257850
57.3
iii) 25 mm dia
750
56025
74.7
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