JJM Scheme under South Tripura District for construction of Hydrant Posts and Platforms including all allied works at individual households at different locations in Rupaichari Block within DWS Sub Division Rupaichari during 2026 27 Group II.
Chief Engineer, PWD (DWS) · Sabroom, Tripura · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹60.7L
- EMD: ₹1.2L
- Published: 05 Nov 2026
- Closing date: 13 Nov 2026
- Status: open
- Status as of: 08 Nov 2026 02:32 UTC
- Department: Public Works Department (Drinking Water and Sanitation)
- Office: Executive Engineer, DWS Division, Sabroom
Description
Construction of hydrant posts and platforms, including allied works at individual households at different locations in Rupaichari Block under the DWS Sub-Division, Rupaichari, South Tripura, during 2026-27 (Group II). The percentage-rate works tender has an estimated value of Rs. 6,069,285 and requires an EMD of Rs. 121,386.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Bidder details and legal status documents, Government registration particulars, Declaration of the bidder, Integrity Agreement, Bid fee payment proof, Earnest Money Deposit, Technical and financial capacity documents and experience certificates, Undertaking regarding eligible similar works not being executed on a back-to-back basis, Declaration regarding blacklisting, debarment, suspension or disqualification
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Commercial terms
- Bid type: Percentage Rate
- Make in India (MII): No
- MSE preference: No
Line items (19)
- 2 — Qty: 4 5
- Providing and fixing in position Precast RCC hydrant post of size 100 mm dia ( made with reinforced cement concrete 1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded well burnt brick aggregate 1st class 12 mm nominal size) and steel reinforcement ( TMT bars )3 nos 8 mm dia 950 mm long and 7 Nos 6 mm dia ties including plastering the surface with 6 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ) finished with a floating coat of neat cement including providing & embedding 15 mm dia G.I. pipe (medium class as per IS : 1239 ) with necessary GI fittings like 2 Nos elbow, 1 no socket, 2 nos nipple 225 mm long and fitting fixing of PVC bib cock with GI socket complete with all earth work required including refilling etc. complete as per approved drawing ( Drawing No. -06/CE/ACE/P&DU/DWS/2022-23), specification and direction of Engineer-in-charge. — Qty: 1100 No.
- 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. — Qty: 8800 Mtr.
- 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) 15 mm nominal bore. — Qty: 1100 No.
- Providing and fixing in position Precast RCC platform of size 900 mm x 900 mm x100 mm with curb of size 75 x 75 mm keping an opening of 200 mm wide for surface drain of 60 cm length of size (200 mmx150 mm) in a suitable place for draining out of grey water (made with cement concrete 1:1.5:3 (1 cement: 1.5 sand: 3 graded well burnt brick aggregate 12 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 1:3 (1 cement :3 sand) for platform &12 mm cement plaster(1:4) (1 cement :4 sand) for surface drain finished with a floating coat of neat cement complete with all earth work required including refilling etc. complete as per approved drawing (Drawing No-06/CE/ACE/P&DU/DWS/2022-23), specification and direction of Engineer-in-charge. — Qty: 1100 No.
- 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. A) By manual means. — Qty: 90 No.
- Providing and fixing G.I union as per CPWD specification and direction of the Eng.- in-Charge. i) 15 mm dia. — Qty: 30 No.
- i) 40 mm OD — Qty: 500 Mtr.
- ii) 50 mm OD — Qty: 300 Mtr.
- iii) 90mm OD — Qty: 200 Mtr.
- i) 40 mm dia. — Qty: 5 Nos.
- ii) 50 mm dia. — Qty: 5 Nos.
- iii) 90 mm dia. — Qty: 5 Nos.
- i) 40 x 40 mm dia. — Qty: 3 Nos.
- ii) 50 x50 mm dia. — Qty: 3 Nos.
- iii) 90 x 90 mm dia. — Qty: 4 Nos.
- i) 50 x 40 mm dia. — Qty: 5 Nos.
- ii) 110 x 90 mm dia. — Qty: 5 Nos.
- 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. A) For UPVC pipes in new work a) In all kinds of soil. i) For pipes not exceeding 90 mm dia. — Qty: 9800 Mtr.
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