Public Works Department Tender
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Costs
EMD
₹ 18,467Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_44931_1Bid Award Id
ViewTender No
DNIeT No_253/EE/DWS/KD/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
Dismantling old plaster or pointing, raking out joints, cleaning and preparing the surface for replastering or re-pointing including disposal of rubbish to the dumping ground with all leads and lifts etc.complete as per direction of the Engineer- incharge.
10
704
70.4
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under including cutting the patch in proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground with all leads and lifts including finishing even and smooth and curing complete as per direction of the Engineer in charge. (i) With cement mortar 1:4 ( 1 cement : 4 fine sand ).
10
2933
293.3
Distempering with dry distemper of approved brand and manufacture and of required shade on old work ( one or more coats ), to give an even shade as required complete as per direction of the Engineer in charge.
25
1113
44.5
Finishing walls with water proofing cement paint of required shade of approved brand and manufacture on old work ( one or more coats ) including preparation of surface as required complete as per direction of the Engineer in charge.
10
443
44.3
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds od soil.
5
1158
231.6
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil
5
807
161.3
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.
5
5887
1177.3
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. (a) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
1
11080
11080.4
First class brick work in foundation and plinth
including cost of all materials as required complete. (a) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
1
9845
9845.2
First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete. (a) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
5
57051
11410.19
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. (a) 0.63mm thick with zinc coating not less than 275gm/m2
20
24108
1205.4
12mm cement plaster of mix. (a) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
10
2242
224.2
Neat cement punning.
10
568
56.8
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. (a) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
1
10743
10742.6
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position. (a) Local Teak Wood
0.5
53194
106388.3
Providing and fixing panelled / or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked bright finished / black enamelled M.S butt hinges with necessary screws excluding panelling and or glazing, which will be paid for separately but including the wooden beading of 20 × 12 mm for fixing panelling and or glazing as per direction of Engineer-In-Charge. (a) Local Teak wood. (i) 30 mm thick shutters
5
11466
2293.1
Providing & 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
6
10666
1777.7
Excavating trenches of required width for pipes, cables etc. including excavation for sockets, dressing of sides where required, ramming of bottoms, depth up to 1500 mm including getting out the excavated soil and backfilling of soil as required after laying of pipe line, 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.
C. For UPVC pipes in old work
a. In all kinds of soil. i) For pipes not exceeding 90 mm dia
100
10070
100.7
ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
100
12240
122.4
D. For G.I. / C.I. / D.I. pipes in old work
a. In all kinds of soil. ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
60
9234
153.9
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 6.00 kg/cm2)
i) 40 mm OD
30
2694
89.8
ii) 50 mm OD
30
3384
112.8
iii) 90 mm OD
30
8142
271.4
iv) 110 mm OD
30
11163
372.1
v) 140 mm OD
30
18384
612.8
Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per CPWD specification and direction of the Engineer - in - charge.
i) 100 mm dia
30
13674
455.8
ii) 150 mm dia
30
14094
469.8
Charges for cutting D.I pipe with mechanical cutter as per CPWD specification and direction of the Engineer-in-charge.
i) 100 mm dia.
1
228
227.8
ii) 150 mm dia.
1
342
342.3
Charges for 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. 100 mm dia Ductile Iron Class K-7 pipes.
30
3900
130
iii. 150 mm dia Ductile Iron Class K-7 pipes.
30
5631
187.7
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 specification and direction of the Engineer - in - charge.
i) 100 mm dia
6
562
93.7
iii) 150 mm dia.
6
589
98.2
Charges for repairing of leakage in UPVC / HDPE pipe line with PVC coupler & solvent cement etc. including necessary earth excavation, 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. complete as per specification & direction of the Engineer-incharge.
i) 90 mm dia.
100
55810
558.1
ii) 110 mm dia.
100
62320
623.2
iii) 140 mm dia.
100
68910
689.1
Charges for dismantling PVC / HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-incharge.
i) 90 mm dia.
60
13902
231.7
ii) 110 mm dia.
60
15294
254.9
iii) 140 mm dia.
60
16686
278.1
Charges for dismantling PVC / HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts 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. complete as per specification & direction of the Engineer-in-charge.
i) 90 mm dia.
60
20208
336.8
ii) 110 mm dia.
60
21600
360
iii) 140 mm dia.
60
23688
394.8
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) 80 mm dia. A. PN-1.6
1
4320
4319.7
ii) 100 mm dia. A. PN-1.6
1
5561
5561.1
iii) 150 mm dia. A. PN-1.6
1
8239
8238.6
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
J. D.I. Flanged Socketted tail piece
i) 100 mm dia
1
1861
1861.2
iii) 150 mm dia.
1
2617
2617
K. D.I. Flanged Spigotted tail piece
i) 100 mm dia
1
2049
2048.9
iii) 150 mm dia.
1
3593
3593.2
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 Engineer in charge. i) 90 mm dia.
1
299
298.7
ii) 110 mm dia
1
356
356.4
iii) 140 mm dia
1
467
466.8
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.
1
149
148.7
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) 90 x 90 mm dia
1
352
352.2
(ii) 110 x 110 mm dia
1
580
580.4
(iii) 140 x 140 mm dia
1
818
818
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) 90 mm dia.
1
381
380.9
ii) 110 mm dia.
1
515
515.1
iii) 140 mm dia.
1
698
697.6
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
1
321
321.1
(ii) 140 x 110 mm dia
2
854
426.8
Providing, fixing and laying fabricated UPVC socket / coupler conforming to IS : 10124 ( Part 2 ) 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.
1
212
212.1
ii) 110 mm dia.
1
273
273.3
iii) 140 mm dia.
1
363
362.8
Constructing masonry chamber 90x90x100 Cm, Inside with 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 180 mm deep (inside) with chained lid and RCC top slab 1:2:4(1 cement : 2 find sand :4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10(1 cement :5 find sand :10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 Cement :3 find sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer-in-charge. (A) With 1st Class Brick
1
20433
20432.9
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 dia. nominal bore
5
1792
358.4
(ii) 15 mm dia. nominal bore
5
1914
382.7
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 Eng-in-charge . (i) By manual means
30
18579
619.3
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.
i) 90 mm dia with 15 mm dia opening
10
4477
447.7
ii) 110 mm dia with 15 mm dia opening
10
5282
528.2
iii) 140 mm dia with 15 mm dia opening
10
5897
589.7
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
10
1194
119.4
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer-in-charge. (i) 15 mm dia 75 mm long
10
641
64.1
Providing and fixing G.I. Union as per CPWD specification and direction of the Engineering-in-charge. (i) 15 mm dia
10
1310
131
Providing and fixing G.I. sockets as per CPWD specification and direction of the Engineer-in-charge. (i) 15 mm dia
10
786
78.6
Providing and fixing G.I bend / elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineering-in-charge. (i) 15 mm dia
10
1048
104.8
Providing and laying of flexible PVC pipe (confirming 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
150
8595
57.3
Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. (i) 40 mm dia
10
8853
885.3
Providing and fixing G.I. pipes medium class as per IS : 1239 with latest amendment complete with GI 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
6
1524
254
ii) 20 mm dia. nominal bore
6
1817
302.8
iii) 40 mm dia. nominal bore
6
3295
549.1
iv) 65 mm dia. nominal bore
6
4980
830
v) 80 mm dia. nominal bore
6
6131
1021.9
vi) 150 mm dia. nominal bore
6
11589
1931.5
Cleaning & washing of CI/DI/PVC pipes, cutting at ininterval not less than 50 m, with the help of 30/40 mm dia PVC Coil pipe having suitable brush at front end and making good the pipe with required specials including eart cutting & refilling complete as per direction of Engineer in Charge. (Collar, Coupler, solvent cement, pig led if required shall be supplied by the department)
50
33250
665
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.
v. 65 mm dia
5
1928
385.6
iv. 80 mm dia
5
2202
440.4
iii. 100 mm dia
5
2477
495.3
iv. 150 mm dia
5
3444
688.7
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) 65 mm dia.
5
6115
1223
ii) 80 mm dia.
5
9933
1986.5
iii) 100 mm dia.
5
10739
2147.8
iv) 150 mm dia
5
12375
2474.9
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
5
5683
1136.6
ii. 150 x 150 x 80 mm dia
5
7124
1424.7
iii. 150 x 150 x 100 mm dia
5
7131
1426.1
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.
vii. 65 x 65 x 65 mm dia
5
3283
656.6
viii. 80 x 80 x 80 mm dia
5
4330
866
ix. 100 x 100 x 100 mm dia
5
6126
1225.1
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. 80 x 65 mm dia
5
2023
404.5
ii. 100 x 80 mm dia
5
2873
574.6
iii. 150 x 80 mm dia
5
4133
826.6
iv. 150 x 100 mm dia
5
4141
828.1
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
8402
4200.9
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) 65 mm nominal bore
5
1928
385.6
(ii) 80 mm dia
5
2202
440.4
(iii) 100 mm dia
5
2477
495.3
(iv) 150 mm dia
5
3444
688.7
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