Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date9 Oct 2023
Closing Date30 Oct 2023
Tender Amount₹ 30,43,489
Costs
EMD
₹ 60,870Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Construction Of 5000 Gallon Per Day Capacity Innovative Water Supply Scheme At Bamboobari (south Part) Of Longai Valley Vc
Description
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Contact
Tender Id
2023_CEDWS_42820_1Bid Award Id
ViewTender No
73/EE/DWS/KCP/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 4.1.6) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt stone aggregate 40 mm nominal size
0.63
6607
10570.6
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
450
46755
103.9
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
7.5
2504
333.9
ii) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
32
18240
570
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:
-
-
-
1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
Pillar upto PL
0.94
11325
12073.8
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- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
1.2
15967
13305.8
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.
-
-
-
B. For G.I. / C.I. / D.I. pipes in new work
a. In all kinds of soil
-
-
-
i). For pipes not exceeding 90 mm dia
300
30120
100.4
ii. For pipes exceeding 90 mm dia but not
exceeding 300 mm dia
500
66900
133.8
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.
-
-
-
ii. 100 mm dia Ductile Iron Class K-7 pipes.
300
558330
1861.1
iii. 80 mm dia Ductile Iron Class K-7 pipes.
500
913800
1827.6
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.
-
-
-
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
4
11853
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
8
17338
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
1
4320
4319.7
iv. 100 mm dia. A. PN-1.6
1
5561
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.
1
10317
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
1
7505
7504.9
Providing and fixing G.I union as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
15 mm dia
20
2620
131
25 mm dia
10
2170
217
32 mm dia
10
3871
387.1
40 mm dia
15
5807
387.1
Providing and fixing G.I socket as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
15 mm dia
20
1572
78.6
25 mm dia
20
1804
90.2
32 mm dia
20
2468
123.4
40 mm dia
20
2672
133.6
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.
-
-
-
15 mm dia
20
2096
104.8
25 mm dia
5
794
158.7
32 mm dia
10
2345
234.5
40 mm dia
10
3434
343.4
50 mm dia
10
4949
494.9
65 mm dia
10
12230
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
-
-
-
65 mm dia
60
23136
385.6
80 mm dia
30
13212
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.
20
7654
382.7
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.
-
-
-
i)80 mm dia nominal bore
300
306570
1021.9
ii) 65 mm dia. nominal bore
250
207500
830
iii) 50 mm dia. nominal bore
250
163475
653.9
iv) 40 mm dia. nominal bore
300
164730
549.1
iv) 32 mm dia. nominal bore
200
95560
477.8
v) 25 mm dia. nominal bore
100
39950
399.5
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
1500
85950
57.3
Providing and fixing in position Precast RCC platform of size 750 x 750 mm x 75 mm with curb of size 60 x 50 mm keeping an opening of 100 mm long in a suitable place for draining out of water ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 Stone aggregate 20 mm nominal size) and steel reinforcement ( TMT bars ) 6 Nos, 8 mm dia in both direction including plastering the exposed surface with 6 mm thick cement mortar 1 : 4 ( 1 cement: 4 sand ) finished with a floating coat of neat cement ) complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge
20
46460
2323
Providing and fixing in position Precast RCC hydrant post enraved with logo of JJM and other necessarry details of size 150 x 150 mm at the bottom & 150 x 150 mm at the top and 1500 mm Long ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 stone aggregate of 10 mm nominal size) and steel reinforcement ( TMT bars ) 8 mm dia 1200 mm long 4 nos and 8 mm dia stirrup 11 Nos ), 300 mm shall be kept below ground level , embedding the same with in 500 x 500 x 500 mm cement concrete 1 : 5 : 10 ( 1 cement : 5 sand : 10 Stone aggregate of 40 mm nominal size ) as per approved drawing, including plastering the exposed surface with 6 mm thick cement mortar 1 : 4 ( 1 cement: 4 sand ) finished with a floating coat of neat cement ) including providing & embedding 15 mm dia G.I. pipe (medium class) 1250 mm long with necessary GI fittings like elbow 2 Nos, socket 1 no, nipple 300 mm long 1 no, union 1 no etc. and fitting fixing of CI long handle bib cock by welding with GI socket complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge.
20
42240
2112
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