Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date27 Oct 2021
Closing Date17 Nov 2021
Tender AmountRefer Documents
Costs
EMD
₹ 10,375Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEDWS_23731_1Bid Award Id
ViewTender No
223/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
Repairing of leakage caused to damaged of lead joint for C.I. pipes C.I. specials in/c excavation of earth required upto 1.80 m depth cutting of bitumen road / WBM road (up to two or more layer, each layer of 30 cm average depth) in/c dewatering side protection and making the same with existing materials etc. complete in all respect as per direction of the Engg-in-Charge(lead will be issued by the department at free of cost). i. 80 mm dia
5
-
210
ii. 100 mm dia
5
-
250
ii. 125 mm dia
5
-
255
ii. 150 mm dia
15
-
260
Removed of blockage/disorder on side from C.I. distribution pipe line by inserting coil pipe up to the length of 30 m by excavation earth 1.80 m depth with cutting C.I. pipe fixing C.I. coller in/c lead joint, dewatering and testing of joint etc. complete in all respect as per direction of the Engg-in-Charge (special & pig lead will be issued by the department) i. 125 mm dia
5
-
195
ii. 150 mm dia
15
-
215
Cutting WBM road (50 cm average depth) and making good the same with existing materials etc. complete as per direction of the Engg-in-Charge.
30
-
81
Charges for laying in position S&S or flanged C.I. special such tees, bends, collars, tapers and caps etc. (excluding cost of specials) complete as per CPWD specification and direction of the Engineer-in-Charge.
0.5
-
1050.9
Providing and laying S & S C.I. standard specials such as tees, bends, collars, tapers, caps etc. ( Heavy class ) as per CPWD specification and direction of the Engineer - in - charge. i. Upto 300 mm dia.
0.25
-
80120.4
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.90 mm dia
3
-
246.1
ii.110 mm dia
3
-
293.3
iii.140 mm dia
2
-
381.6
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
2
-
125.4
ii.110 mm dia
1
-
147.3
iii.140 mm dia
1
-
208
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
-
289.2
ii.110 x 110 mm dia
2
-
475.1
iii.140 x 140 mm dia
2
-
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
2
-
264.5
ii.140 x 110 mm dia
2
-
349.3
iii.140 x 90 mm dia
2
-
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.90 mm dia
2
-
313.2
ii.110 mm dia
4
-
420.6
iii.140 mm dia
4
-
567.4
iii.160 mm dia
2
-
733.5
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.
A. External work. i. 15 mm dia. nominal bore
40
-
197.5
ii. 25 mm dia. nominal bore
10
-
313.2
iii. 40 mm dia. nominal bore
20
-
432.5
Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge. i.100 mm nominal bore
1
-
5980
Providing lead chaulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead as per CPWD specification and direction of the Engineer - in - charge. i.80 mm dia
3
-
249.5
ii.100 mm dia
3
-
249.4
iii.125 mm dia.
3
-
365.2
iv.150 mm dia.
3
-
373.7
Providing and fixing C.I. sluive 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
4
-
3417.6
ii. 100 mm dia A.PN-1.6
3
-
4559.7
ii. 125mm dia A.PN-1.6
4
-
5479.9
ii. 150 mm dia A.PN-1.6
3
-
6967.3
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. 125 mm dia
30
-
357.8
ii. 150 mm dia
10
-
363.9
Charges for cutting C.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge. i. 125 mm dia
2
-
104
ii. 150 mm dia
5
-
141.8
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
20
-
50.2
ii. 15 mm dia 150 mm long
50
-
54.4
iii. 15 mm dia 225 mm long
50
-
58.6
Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in - charge. i. 15 mm dia
25
-
87.7
Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer - in - charge. i. 15 mm dia
2
-
361.5
ii. 25 mm dia
2
-
542.3
iii. 40 mm dia
10
-
703.8
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
75
-
446.8
ii. 110 mm dia
80
-
500.6
i. 140 mm dia
90
-
555.2
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 (slope-1 in 200)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.
A. For UPVC pipes in new work
a. In all kinds of soil i. For pipes not exceeding 90 mm dia
1140
-
65.3
ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia
180
-
79.3
B. For G.I. / C.I. / D.I. pipes in new work
a. In all kinds of soil i. For pipes exceeding 90 mm dia but not exceeding 300 mm dia
90
-
99.8
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
100
-
90.2
ii. 25 mm dia
6
-
133.1
iii. 40 mm dia
10
-
281.8
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. i. 15 X 15 X 15
2
-
107.8
ii. 25 X 25 X 25
5
-
181.1
iii. 40 X 40 X 40
6
-
243.1
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. i. 15 mm dia
50
-
68.8
ii. 25 mm dia
5
-
65.8
iii. 40 mm dia
10
-
99.2
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. i. 15 mm dia
100
-
98.5
ii. 25 mm dia
6
-
167
iii. 40 mm dia
40
-
301.2
Charges for fixing and laying rigid UPVC pipes jointing with couplers, solvent cement including testing of joints complete ( excluding the cost of pipes, couplers, solvent cement which are to be issued from the department free of cost and 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. 90 mm OD
90
-
23.4
ii. 110 mm OD
90
-
28.3
iii. 140 mm OD
90
-
35.9
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. 150 mm dia
120
-
150.8
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
-
253.1
ii. 110 mm dia
30
-
270.4
iii. 140 mm dia
60
-
296.3
Washing & Removal of deposited iron sludge any other materials from inside the existing distribution pipe line (PVC) using UPVC coil pipe in/c excavation of trenches upto required depth & width cutting of pvc pipe including excavation of trenches upto required depth at every 55 mtr interval, jointing of pipe with PVC coupler & solvent cement including satisfactory testing of joint, refilling, trenches with available excavated earth complete as per direction of the Engineer in charge. (Rate including of making of PVC coupler & solvent cement & PVC pipe for marring PVC coupler will be issued by the department at free of cost). i. 90 mm dia
1500
-
4.1
ii. 110 mm dia
750
-
4.79
iii. 140 mm dia
600
-
5.1
Construction first class brick masonry open surface drain in cement morter 1:4 (1cement : 4 River sand) in/c earth excavation 10 cm thick bed concrete 1:4:8 (1 cement : 4 River Sand : 8 graded jhama brick aggregate 12.5 mm nominal size) and 25 mm thick cement concrete 1 : 2 : 4 ( 1 cement : 2 River sand : 4 graded jhama brick aggregate 12.5 mm nominal size) for filling haunches in/c 12 mm cement plaster 1 : 4 (1 cement : 4 River sand) with a floating coat of neat cement inside the drain its tap and exposed side in/c disposal of surplus earth complete as per stand and design. a) 15 cm drain 20 cm average depth.
10
-
160.2
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
30
-
466.8
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 of soil
18.9
-
169.5
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level: a) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)
1.35
-
8686.1
b) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)
1.35
-
7844.8
Centering shuttering including struttings, propping etc. and removal of form work for: a) Foundations, footings, bases for columns etc. for mass concrete with timber plank
3.6
-
268.9
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 ).
9.3
-
8888.4
12 mm cement plaster of mix a) Cement mortar 1:4 (1 cement : 4 fine sand)
44.23
-
174.8
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. a) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
1.01
-
887.5
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)
1.35
-
9607.7
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more
81
-
78.2
Neat cement punning.
44.23
-
45.1
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level: a) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
3
-
9306.1
Labour charge for Dismantling and fitting fixing of various dia C.I. sluice valve (with cap) on the line in/c gland pocking, nuts & bolts and rubber insertion etc. complete as per direction of the Engineer-in-Charge.(80 mm to 500 mm dia).
10
-
255
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
125
-
42.7
ii. 25 mm dia
450
-
56
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
1200
-
72.8
ii. 50 mm OD
250
-
92.5
Providing & fabrication of column pipe including fitting fixing of G.I. flange by cutting the GI pipe ( conforming to IS : 1239 medium class ) into 3.05 mtr. long and welding the same with
GI flange as per specification and direction of the Engineer-incharge ( G.I. pipe will be provided by the agency at his own cost & risk). i. For 65 mm dia G.I. pipe with 10 mm thick GI flange
10
-
2643.6
ii. For 80 mm dia G.I. pipe with 10 mm thick GI flange
10
-
3216.8
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.15 mm dia PVC /plastic bib cock
175
-
97.3
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.
iv. 150 mm dia
30
-
150.8
Providing & fitting fixing of M.S. flange (10 mm wall thickness) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Enhineer-in-charge.
iv. 80 mm dia
8
-
352.2
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. 150 X 80 mm
1
-
675.5
Providing and fixing DI Specials as per CPWD Specification and direction of the Engineer-in-charge. A. D.I. all socketted Bend 90 degree.
iii. 150 mm dia.
1
-
2652
D.I. all socketted Bend 45 degree. iii. 150 mm dia.
1
-
2594.4
D.I. all socketted Bend 22.5 degree. iii. 150 mm dia.
1
-
1974.1
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-in-charge. i. 90 mm dia
75
-
172.8
ii. 110 mm dia
50
-
190.1
iii. 140 mm dia
45
-
207.4
Supplying & fitting 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 GI pump assembly and reducing socket, delivery band 90 degree non-return valve and fitting etc. as per direction of the Engineer-in-charge.
2
-
23980
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