Tender For Laying Of Pipeline 600 Mm Dia From Paradise Chowmuhani Flood Pump House To Howrah River Under annual maintenance contract Area
Tender Value
1.44 Crore
Estimated cost
Bid Submission
31 Aug 2026
5 days left
EMD
2.88 Lakhs
Bank guarantee accepted
Document Fee
4000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tripura → Tripura
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Laying Of Pipeline 600 Mm Dia From Paradise Chowmuhani Flood Pump House To Howrah River Under annual maintenance contract Area
BOQ
| Sl. No. | Item Description |
| 1 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 600 mm dia Ductile Iron Class K-7 pipes |
| 2 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 600 mm dia pipes |
| 3 | 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 |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 5 | 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. |
| 6 | Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. 412 Brick soiling ii) Flat Brick soling |
| 7 | 401 Granular Sub-base with Well (A) By Mix in Place Method Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401. |
| 8 | 404 Water Bound Macadam Sub Base / Bas Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including eading in uniform thickness, hand packing, olling with three wheel 80-100 kN static roller/ vibratory roller in stages to proper grade and camber, applying and brooming, stone screening and binding materials to fill up the interstices of coarse of coarse aggregate, watering and compacting to the required density as per MoRT&H Technical Specification Clause 404. 1) WBM Grading I A) By Manual Means |
| 9 | 404 Water Bound Macadam Sub Base / Bas Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including eading in uniform thickness, hand packing, olling with three wheel 80-100 kN static roller/ vibratory roller in stages to proper grade and camber, applying and brooming, stone screening and binding materials to fill up the interstices of coarse of coarse aggregate, watering and compacting to the required density as per MoRT&H Technical Specification Clause 404. 2) WBM Grading II ) By Manual Means |
| 10 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification Clause 502. |
| 11 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular urface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503 |
| 12 | 504 Bituminous Macadam Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction as per MoRT&H Technical Specification Clause 504. |
| 13 | 507 Bituminous Concrete B. Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 Percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. B. Grading II i. With Viscosity Graded Bitumen of VG-30. |
| 14 | Removal of Telephone / Electric Poles and Lines Removal of telephone/ electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRT&H Technical Specification Clause202. |
| 15 | Dismantling of CI Water Pipe Line Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately under supervision of the concerned department but excluding earth excavation and dismantling of masonry works as per MoRD Technical Specification Clause 202. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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