Re-alignment of existing pipeline and re-construction of pipeline along the road, Stand post and other allied drinking water related infrastructure etc. along the road from T-23 Chawmanu-Gobindabari road.
Chief Engineer, PWD (DWS) · Ambassa, Tripura · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹18.0L
- EMD: ₹36K
- Published: 03 Nov 2026
- Closing date: 10 Nov 2026
- Status: open
- Status as of: 08 Nov 2026 02:17 UTC
- Department: PWD (DWS)
- Office: Executive Engineer, DWS Division, Ambassa
Description
Utility shifting and re-alignment of the existing pipeline, pipeline reconstruction, stand posts and allied drinking-water infrastructure along the T-23 Chawmanu-Gobindabari road to Chaya Kr RP (L - 7.717 KM), within Chawmanu R.D. Block under PWD (DWS), Chawmanu Sub-Division. Package No. TR0413P3.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage BoQ
- Make in India (MII): No
- MSE preference: No
Line items (73)
- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. -All kinds of soil — Qty: 5.2 Cum.
- 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. — Qty: 3.2 Cum.
- 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. — Qty: 1.8 Cum.
- 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) — Qty: 0.65 Cum.
- 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) — Qty: 0.8 Cum.
- Foundations, footings, bases for columns — Qty: 3 Sqm.
- Columns, piers, abutments, pillaras, posts and struts — Qty: 3 Sqm.
- Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth Level level. Thermo-Mechanically Treated bars of gradeFe-500D or more. — Qty: 45 Kg.
- Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above Plinth level. Thermo-Mechanically Treated bars of gradeFe-500D or more. — Qty: 40 Kg.
- First class brick work in foundation and plinth including cost of all materials as required complete: In cement mortar 1:4 ( 1 cement : 4 fine sand ) — Qty: 1.2 Cum.
- First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- In Cement mortar 1:4 ( 1 cement : 4 fine sand ) — Qty: 0.5 Cum.
- Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:- In Cement mortar 1:4 ( 1 cement : 4 fine sand ) — Qty: 4 Sqm.
- Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In Cement mortar 1:4 ( 1 cement : 4 fine sand ) — Qty: 5 Sqm.
- 12 mm cement plaster of mix. In cement mortar 1:4 (1 cement : 4 fine sand) — Qty: 5 Sqm.
- 15 mm cement plaster on the rough side of single or half brick wall of mix. In Cement mortar 1:4 ( 1 cement : 4 fine sand ) — Qty: 5 Sqm.
- Neat cement punning. — Qty: 5 Sqm.
- 90 mm dia — Qty: 800 Metre
- 110 mm dia — Qty: 400 Metre
- 140 mm dia — Qty: 150 Metre
- 90 mm dia — Qty: 800 Metre
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