Tender For Special Repairs To Sewage Line At Living Line Area And Mess Under Ge Chennai
Tender Value
47.60 Lakhs
Estimated cost
Bid Submission
12 Oct 2026
20 days left
EMD
95200
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chennai → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repairs To Sewage Line At Living Line Area And Mess Under Ge Chennai
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: GARRISON ENGINEER, CHENNAI Name of Work: SPECIAL REPAIRS TO SEWAGE LINE AT LIVING LINE AREA AND MESS UNDER GE CHENNAI Contract No: GE / CHE / OF 2026-2027 Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Description of item Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes TOTAL AMOUNT TOTAL AMOUNT In Words |
| 2 | Excavation in trenches n. exc 1.5m wide and n. exc 1.5m deep for foundation, or for shafts, wells, cesspits, manholes, pier holes etc, n. exc 10 sqm on plan getting soft/loose soil complete all as specified and as directed. |
| 3 | Ditto as per item No.1 but Depth exc 1.5m and n .exc 3 .0 m depth complete all as specified and as directed. |
| 4 | M & L for 150mm Reinforced concrete pipes, class NP2, laid and jointed complete with collars all as specified & as directed. |
| 5 | M & L Concrete bed to drain pipes of 150mm bore with cement concrete 1:4:8 type D2 using 40mm graded stone aggregate including packing under and haunching against the sides of pipes after they are laid and tested etc. complete all as specified and as directed. |
| 6 | M & L Concrete bed to drain pipes of 150mm bore with cement concrete 1:4:8 type D2 using 40mm graded stone aggregate including packing under and completely surrounding pipes with concrete afterthey are laid and tested complete all as specified and as directed. |
| 7 | M &L for Reinforced concrete pipes, 200 mm bore of class NP2, laid and jointed complete with collars complete all as specified and as directed. |
| 8 | M & L Concrete bed to drain pipes of 200mm bore with cement concrete 1:4:8 type D2 using 40mm graded stone aggregate including packing under and haunching against the sides of pipes after they are laid and tested etc. complete all as specified and as directed. |
| 9 | M & L Concrete bed to drain pipes of 200mm bore with cement concrete 1:4:8 type D2 using 40mm graded stone aggregate including packing under and completely surrounding pipes with concrete afterthey are laid and tested complete all as specified and as directed. |
| 10 | M &L for Reinforced concrete pipes, 300 mm bore of class NP2, laid and jointed complete with collars complete all as specified and as directed. |
| 11 | M & L Concrete bed to drain pipes of 300mm bore with cement concrete 1:4:8 type D2 using 40mm graded stone aggregate including packing under and haunching against the sides of pipes after they are laid and tested etc. complete all as specified and as directed. |
| 12 | M & L Concrete bed to drain pipes of 300mm bore with cement concrete 1:4:8 type D2 using 40mm graded stone aggregate including packing under and completely surrounding pipes with concrete afterthey are laid and tested complete all as specified and as directed. |
| 13 | M &L for Reinforced concrete pipes, 450 mm bore of class NP2, laid and jointed complete with collars complete all as specified and as directed. |
| 14 | M & L Concrete bed to drain pipes of 450mm bore with cement concrete 1:4:8 type D2 using 40mm graded stone aggregate including packing under and haunching against the sides of pipes after they are laid and tested etc. complete all as specified and as directed. |
| 15 | M & L Concrete bed to drain pipes of 450mm bore with cement concrete 1:4:8 type D2 using 40mm graded stone aggregate including packing under and completely surrounding pipes with concrete afterthey are laid and tested complete all as specified and as directed. |
| 16 | Returning, filling in trenches including spreading, leveling watering and well ramming in layers not exceeding 25 cms in soil all as specified and directed by Engineer-in-Charge. |
| 17 | Removing excavated material / soil to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 18 | M & L for Precast cover slab 1:2:4, type B1 using 20mm graded stone aggregate in landings, cover slabs (for manholes etc) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM 1:4 for manholes including demolition of existing cover slabs any type complete all as specified and directed. Note : Reinforcement will be measured and paid seperately. The rate is deemed to include for removal of debris outside MD Land. |
| 19 | M & L for reinforced cement concrete Type B1 1:2:4 using 20mm graded aggregate in slabs supported on walls beams and columns in floors roofs, landings, balconies canopies deck slabs and in shelves and the like complete all as specified and as directed.Note : Reinforcement will be measured and paid separately |
| 20 | M &Lform work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (Horizontal or Sloping), fair finished complete all as specified and as directed. |
| 21 | Formwork to edges of concrete flats, breaks in floors, window cill, concrete railings, openings in concrete walls floor and roofs n exc 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and simillar work all exc 20cm wide complete all as specified and as directed. |
| 22 | M/L 10mm dia and over TMT bars as in reinforcement cut to length bent to shape required including cranking hooking ends and binding with mild steel wire( annealed) not less than 0.9 mm dia (or) securing with clips complete all as specified and as directed. |
| 23 | Demolition of brick masonry built in cement mortar including all quoins, arches, pillars etc but including ashlars facings, dressed stone work and pre cast concrete articles and disposal off outside defence lands complete all as specified and as directed. |
| 24 | M&L for flyash brick work with old size bricks straight or curved on plan exc 6M mean radius built in CM 1:6 complete all as specified and directed. |
| 25 | M&L for Rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces and finished the surfaces even and smooth using extra cement, neeru finish to plastering complete all as specified and directed. |
| 26 | M & L for 15 mm thick rendering in CM 1:6 on fair faces of brick work or concrete surfaces finished the surfaces even and smooth without using extra cement complete all as specified and directed. |
| 27 | S&F PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors 110mm dia including demolition and breaking the existing pipe complete all as specified. |
| 28 | Cutting in to existing manholes for connecting new 225 mm dia drains pipe ,making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section ) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required complete all as specified and directed. |
| 29 | M&L for PCC 1:3:6 type C2 using 40mm graded stone aggregate as in foundation, filling mass concrete complete all as specified and directed. |
| 30 | M&L for PCC 1:2:4 type B1 (using 20mm graded aggregate) in copings, kerbs, channels, water through and the like including weathering, slightly rounded or chamfered angles and throating etc complete all as specified and as directed. |
| 31 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms ,moulds ,mitred/stopped ends etc., complete all as specified and as directed. |
| 32 | Demolition of concrete in ground floors and pavings n exc 15 cm thickness below of above ground including removal of debris out side Mod land complete all as specified and directed. |
| 33 | M & L for 75 mm thick, plain cement concrete 1:3:6, type C-2 (using 40mm graded crushed stone aggregate) as in plinth protection etc, finishing surface even and smooth without using extra cement complete as specified and directed.(Note : The concrete shall be laid at a stretch n.exc 3.0 m in length and in every turning/ corners.) |
| 34 | M&L providing 75mm thick PCC (1:4:8) Type D2 (using 40mm graded stone aggregate) as in sub base of floor complete all as specified and directed. |
| 35 | M/L sand filling under paver blocks including watering and consolidation complete all as specified and as directed. |
| 36 | M&L Machine pressed precast concrete interlocking paver block 60mm with Grey cement and pigment any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade complete all as specified and as directed. |
| 37 | S&F for Chequered cement concrete tiles 30cm x 30cm x 20-25mm thick, set, jointed and pointed in neat cement slurry in floors Pattern, size and shade pointed with grey cement and pigment complete all as specified and as directed. |
| 38 | M/L Screed bed or bedding layer of mortar 15mm thk for laying floor finish in CM 1:6 complete all as specified and as directed. Total in Figures 0.0 0.0 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysOct 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 22 daysTender Documents
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