Tender For Providing Under Ground Drainage Chamber Pipeline Ramakrishnapuram In Ward No.73, West Zone. Roc No. 4642/2026/Md2
Tender Value
1.50 Crore
Estimated cost
Bid Submission
02 Sep 2026
9 days left
EMD
1.50 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Coimbatore → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Under Ground Drainage Chamber Pipeline Ramakrishnapuram In Ward No.73, West Zone. Roc No. 4642/2026/Md2
BOQ
| Sl. No. | Item Description |
| 1 | Labour for cutting open BT Road surface for laying sewers |
| 2 | Construction of R.C.C manholes by using Sulphate Resistant Cement at various depths including earthwork excavation in Hard stiff clay, stiff black cotton etc., sand filling, laying cement concrete in C.M.1:4:8 using 40mm B.G.jelly for foundation, RCC 1:1.5:3 for side wall and base slab, fabrication, placing reinforcement and shoring & strutting charges for depths above 2m from G.L, providing PVC encapsulated steps, FRC MH frame and cover , benching and channelling with PCC 1:2:4 using 20mm HBS, refilling, etc., complete for different depths for each manhole (As per the drawing for manholes), wherever traffic is heavy and N.H roads if any. (As per separate estimate ) |
| 3 | 1m to 1.5m depth |
| 4 | 1.5m to 2m depth |
| 5 | 2.01m to 2.50m depth |
| 6 | 2.51m to 3.00m depth |
| 7 | Barricading the trenches for one side using casuarina poles 8 to 10 cm dia , white PVC tape 15 mm wide with red strips printed in two rows, 75 mm dia red reflectors in every 3 m length, providing two no. of danger lights for every 150m length, including the cost of all materials, charges for fixing of barricading and removal of barricading after testing and filling the trench and stacking the post for reuse etc complete as directed by the officers |
| 8 | Earthwork excavation and depositing on bank ,within initial lead of 10m and initial lift of 2m including barricading,shoring, strutting and all other incidental works, as directed by the departmental Officers in the following classification of soil. |
| 9 | upto 2.00m |
| 10 | In hard stiff clay, stiff black cotton hard red earth, shales, murams gravel stoney earth and earth mixed with small size boulders.(SS 20B) Data 1a |
| 11 | Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m in soft disintegrated rock,Laterite rock,soft rock or kankar not requiring blasting |
| 12 | Medium rock, and Dense Medium Rock not requiring Blasting. |
| 13 | Hard rock Removing Hard rock by wedging, chiselling and trimming to proper shape whever blasting is prohibited |
| 14 | 2.0 to 3.00m |
| 15 | Hard rock Removing Hard rock by wedging, chiselling and trimming to proper shape whever blasting is prohibited |
| 16 | Bailing out water from pipr line trenches by using pumpsets 7.5HP including hire charges and wages |
| 17 | BEDDING |
| 18 | Providing Sand bedding using M Sand, laying in layers of 15cm thick including cost of materials and labour charges for spreading, ramming & consolidation etc., complete for pipe bedding.Complete as per standard specification Data |
| 19 | Upto 2.00 m |
| 20 | 2.00 to 3.00 m |
| 21 | Conveyance of pipe to work site including loading, unloading and transportation upto 8km and part thereof Data - 54 |
| 22 | '200mm dia DWC Pipe |
| 23 | 350 mm dia RCC Pipe |
| 24 | Supply , Laying, jointing and testing of DWC Following Sizes Lowering into trenches , Laying to proper grade and alignment , and testing the pipe to the required Pressure, excluding Earthwork etc Complete as per standard specification Data |
| 25 | '200mm dia DWC |
| 26 | Upto 2.00 m |
| 27 | 2.00 to 3.00 m |
| 28 | Supply of NP4 Class pipes with sulphate resistance cement with inner lining og high Alumina cement as per IS 458/2003 Lowering into trenches , Laying to proper grade and alignment , and testing the pipe to the required Pressure, excluding Earthwork etc Complete as per standard specification Data |
| 29 | 350mm dia RCC Pipe NP4 |
| 30 | 2.00 to 3.00 m |
| 31 | Jointing of S&S pipes and specials with Rubber gasket (Tyton joint) including cost of lubricants etc |
| 32 | 350mm dia RCC Pipe NP4 |
| 33 | 2.00 to 3.00 m |
| 34 | P.C.C 1:2:4 (one cement, two sand and four coarse aggregate) using 20 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the Officers. 1.50M TO 4.5M below GL Data |
| 35 | Refilling the excavated earth including cost of all labour charges for filling and shall be done in layer not excceding 23cm in thickness accomplised by adequate watering ,ramming, etc., and the trench shall be refilled soas to builed upto origional ground level as directed by the departmental officer etc., complete as per standard specification Data |
| 36 | Disposal of surplus excavated earth in pipe laying works etc.,transporting to the sites specified by Engineer within 5 Km lead, including loading, spreading etc., complete and as directed by the Engineer. (As per separate estimate ) Data 9 |
| 37 | House service connection : supplying laying , jointing , testing of 110mm UPVC Pipes including earth work excavation for trenches in hard stiff clay,stiff black cotton , hard red earth ,shalles , murrams, gravel , stoney earth and earth mixed with small size boulders , carting of pipes to the site work ,lowering in to trenches to proper grade and alignment, conveyance of water filling the pipes during testing,refilling the excavated earth in layer not less than 23cm thick watering ,ramming to consoldation and disposal of earth within 5km lead ,barricating works along both sides to the trenches , including jointing materials including end cap and cost of timbering as per standard specification Data |
| 38 | 110mm UPVC |
| 39 | 160mm PVC |
| 40 | Road restoration works as per standard specification and as directed by the officers. |
| 41 | Earthwork Excavation And Deposting on Bank With Initial Lead of 10 m And Initial Lift of 2m In Hard Stiff Clay Stiff Black Hard Shales Muram Gravel Stoney Earth And Earth Mixed With Small Size Boulders And Hard Gravelly Soil (SS 20B) |
| 42 | Removal of Excavated Excess Earth away from the site to 15 K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 |
| 43 | Wet Mix Macadam laying using by Paver (Providing, laying, spreading, and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to the site, laying in uniform layers with a paver in sub-base/ base course on well-prepared surface and compacting with vibratory roller to achieve the desired density.) |
| 44 | Prime Coat WMM/WBM Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.7kg/sq.m using mechanical means. |
| 45 | Tack coat on Granular surface treated with primer ( Providing and applying tack coat with bitumen emulsion using pressure emulsion pressure distributor at the rate of 0.30 to 0.35 kg/sq.m on the prepared bituminous surface cleaned with mechanical broom) |
| 46 | Dense Graded Bituminous Macadam -I (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.0 per -cent by weight of total 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.505 complete in all respects) (50- 75mm) |
| 47 | Bituminous Concrete Grading - II (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 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) (30mm - 40mm) |
| 48 | Conveying Sewage and Sullage water from the site to 15km including transport loading and unloading etc complete |
| 49 | Replacement of Underground Utilities (PVC Pipe) damaged during earthwork excavation for pipe laying works including cost of additional earthwork excavation in all soil strata, including BT/CC road cutting, removal of slushy soil and replacing the pipeline with sound pipe, including supply and delivery of PVC pipes, couplers, jointing materials and required specials, cutting, conveying , laying, jointing and cost of refilling for the additional earthwork etc complete and as directed by |
| 50 | 90 mm OD PVC 10 KSC |
| 51 | 110 mm OD PVC 10 KSC |
| 52 | 160 mm OD PVC 10 KSC |
| 53 | Replacement of Underground Utilities (GI Pipes ) damaged during earthwork excavations for pipe laying works including cost of additional earthwork excavation in all soil strata, including BT/CC road cutting, removal of slushy soil and replacing the pipeline with sound pipe, including supply and delivery of GI pipes, coupler, Union, jointing materials and required specials, cutting, threading, conveying , laying, jointing and cost of refilling for the additional earthwork etc complete |
| 54 | 20mm Pipe |
| 55 | 25mm Pipe |
| 56 | 50mm Pipe |
| 57 | Construction of R.C.C Lift well Separate Work sheet attached Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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