Public Works Department Tender
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Costs
EMD
₹ 17,526Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEDWS_58837_1Tender No
78/DNIeT/EE/DWS/AMP/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
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Providing and fixing G.I union as per CPWD specification and direction of the Engineer-in-Charge. i) 15 mm OD.
30
131
3930
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ii) 25 mm OD.
25
217
5425
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ii) 40 mm OD.
35
387
13549
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Providing & fixing G.I. Un- Equal Tee with the pipeline in/c. testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. i) 25 x 25 x 15 mm dia.
15
121
1815
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ii) 40 x 40 x 15 mm dia.
20
252
5058
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Providing and fixing GI socket as per CPWD specification and direction of the Engineer-In-Charge. i) 25 mm dia.
15
90
1353
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ii) 40 mm dia.
20
133
2672
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Excavation trenches of required width for pipes for pipes, cables etc. inluding excavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500mm including getting out the excavated soil and backfilling of soil as requred after laying of pipe line, in layers not exceeding 200mm in depth in/c consolidation each deposited layer by ramming. water et. and disposing of surplus excavated soil with all required leads as per chapter 2 of CPWD specificationh and direction of the Engineer-In -Charge. a) all kind of soil. i) For pipes not exceeding 90 mm dia.
1500
87
131400
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Providing and fixing in position PVC hydrant post of 110 mm dia and 1000 mm long with cement concrete 1:5:10 ( 1cement : 5 brick aggregate : 10 brick aggregate 1st class 40 mm nominal size ) inside the postm, 300 mm shall be kept below |ground level in/c providing and embedding 15 mm dia GI pipe medium class 750 mm long with necessery GI fittings like elbow 2nos, socket 1 no, union 1 no, 150 mm long nipple 2 nos, CI long handle bibcock 1 no and painting painting the pipe with water proofing paint and necessery writings with earth work in/c refilling complete as per CPWD specification and direction of the E-I-C.
132
1355
178977
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Providing and fixing in position RCC plateform of size 1000 x 1000 x 75 mm with curve of size 50 x 75 mm and keeping an opening of 100 mm long in a suitable place for draining out water for size 1500 mm long 125 mm wall thickness made with cement concrete 1:2:4 ( 1 cement:2 sand:4 brick aggregate 20 mm nominal size) and steel reinforcement (TMT bars) 7 nos,8mm dia in both directions in/c plastering the exposed surface with 12mm thick mortar 1:3 (1 cement:3 sand) finished with floating coat of neat cement ) complete with all earth work requird in/c refilling as per specification and direction of the E-I-C.
132
1906
251720
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