Tender For special Repairs To Sewage Line At Kmre (Md Accn) Under Ge Chennai.
Tender Value
24.27 Lakhs
Estimated cost
Bid Submission
03 Oct 2026
2 days left
EMD
48600
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 Kmre (Md Accn) 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: SPL REPAIRS TO SEWAGE LINE AT KMRE (MD ACCN) 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 | Demolition of brick masonry built in cement mortar including all quoins, arches, pillars & manholes etc but excluding ashlars facings, dressed stone work including removal of rubbish complete all as specified and directed. |
| 3 | Demolition of cement concrete (un reinforced ) of any description and in any position not otherwise specifically provided. complete all as specified and directed. |
| 4 | Demolition of reinforced cement concrete in any description and in any position not otherwise specifically provided for |
| 5 | Excavating in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation, manhole, sewage line etc., not exc 10sqm on plan and n.exc 1.5m in depth and getting out in Hard /dense soil. |
| 6 | Ditto as per item No.4 but Depth exc 1.5m and n .exc 3 .0 m depth for foundation, manhole, sewage line etc., |
| 7 | Demolition and breaking up drain pipes of 150 mm internal dia of salt glazed ware AC or reinforced concrete set in cement morter including demolition of haunching and bedding of pipes etc., |
| 8 | Demolition and breaking up drain pipes of 100 mm internal dia of salt glazed ware AC or reinforced concrete set in cement morter including demolition of haunching and bedding of pipes etc., |
| 9 | Demolition and breaking up drain pipes of 200 mm internal dia of salt glazed ware AC or reinforced concrete set in cement morter including demolition of haunching and bedding of pipes etc., |
| 10 | 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. |
| 11 | 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. |
| 12 | M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation, filling mass concrete. |
| 13 | M&L for Brick work with sub class `B’ bricks straight or curved on plan exceeding 6 metre mean radius with old size bricks built in CM 1: 4 all as directed and as specified. |
| 14 | M&L for Rendering 15 mm thick in cement mortar 1:4 mixed with liquid water proofing compound as per manufacturers instructions on fair faces of brick work or concrete surfaces and finished the surfaces even and smooth without using extra cement. Note : Water proofing compound shall be measured and paid seperately. |
| 15 | M&L for PCC 1:2:4 type B0 using 12.5 mm graded stone as in copings incl weathering slightly rounded / chamfered for angles & throating as directed incl formwork all as specified. |
| 16 | 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., |
| 17 | M&L Precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in cover slabs set in cement mortar 1:4 including formwork complete. Note : Reinforcement steel bars shall be measured and paid separately. |
| 18 | M & L for TMT bars 6 to 8mm, cut to length bend to shapes required, including cranking, bending spirally, hooking ends and binding with including mild steel wire (annealed) not less than 0.9 mm or securing with clips quality confirming to grade Fe - 415 or Fe - 500 all as specified and as directed by the Engineer -in - Charge. |
| 19 | M &L for Reinforced concrete pipes, 150mm bore of class NP3, laids and jointed complete with collars. |
| 20 | 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 vthey are laid and tested etc. |
| 21 | M &L for Reinforced concrete pipes, 200 mm bore of class NP3, laids and jointed complete with collars. |
| 22 | 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. |
| 23 | S&F PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors 110mm dia including breaking the existing pipe complete all as specified. |
| 24 | S&F PVC (SWR) pipes single socketed in any length with rubber ring joints laid in walls floors 110mm dia including breaking the existing pipe complete all as specified. |
| 25 | Supply only integral water proofing compound . |
| 26 | M&L for Rendering in cement mortar 1:4, 15mm thick on other than fair faces of brick work or concrete surfaces and finished the surfaces even and smooth without using extra cement. |
| 27 | Taking down cement plaster on brick work or stone walls etc including racking out of joint, hacking for key scrubbing down with water etc. |
| 28 | Cutting in to existing manholes for connecting new 150 mm 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. |
| 29 | 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) |
| 30 | 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 not 10cm but n exc 20cm wide. |
| 31 | M & L for reinforced cement concrete 1:2:4 using 20mm agggre gate in slabs supported on walls beams and columns in floors roofs, landings, balconies canopies deck slabs and in shelves . |
| 32 | M&L TMT bars in reinforcement 10mm dia and over cut to length bent to shape required incl cranking and binding with MS wire annealed 0.90mm dia on securing with clips qulity conforming to deformed bars. |
| 33 | Supply and Fix in repairs PVC (SWR) bend any radius suitable for 110mm dia pipes. |
| 34 | Supply and Fix in repairs PVC (SWR) bend any radius with access door suitable for 110mm dia pipes. |
| 35 | Supply and Fix in repairs PVC (SWR) branch piece Single ' Y ' or \\" T \\" equal or unequal with access door suitable for 110mm dia pipes. |
| 36 | M&L for Rendering in cement mortar 1:3, 5mm thick on fair faces ceiling surfaces and finished the surfaces even and smooth without using extra cement. |
| 37 | M & L for 75 mm thick plain cement concrete in 1:3:6 mix, type C2 using 40mm graded stone coarse aggregate as in plinth protection. |
| 38 | Cleaning of septic tanks/sewage sumps including lifting,removing of sludge and ater complete all as specified and directed. Note: Contractor shall remove invariably the sludge and solid materials obtained from septic tank by any mechanical means. 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 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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