Tender For Major Repairs To Sewage And Drain Lines To Bldg No. 733, 1085, 278, 162, 163 & N-3 At Cf-Estate
Tender Value
Ref. Documents
Estimated cost
Bid Submission
15 Sep 2026
2 days left
EMD
35976
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
Nilgiris → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Major Repairs To Sewage And Drain Lines To Bldg No. 733, 1085, 278, 162, 163 & N-3 At Cf-Estate
BOQ
| Sl. No. | Item Description |
| 1 | Site clearance in soft loose soil as directed |
| 2 | Excavating over areas, n exc 1.5 m deep and getting out (Hard / dense soil) |
| 3 | Rough excavation not exceeding 1.5 m deep and getting out (Hard /dense soil) |
| 4 | Demolition of Un re-inforced concrete of any description and in any position not otherwise specifically provided |
| 5 | Demolition of re-inforced concrete of any description and in any position not otherwise specifically provided |
| 6 | Demolition of brick work or stone/ boulder masonry, but built in cement mortar |
| 7 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundation, etc. or for manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out (Hard/dense soil) |
| 8 | M&L for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface. (Broken stone or boulders) |
| 9 | Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface. (Except material) |
| 10 | M&L for Cement concrete type D-2, 1:4:8, with (40 mm graded aggregate) 100 mm thick, as directed |
| 11 | M&L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 |
| 12 | M&L for Pre-cast cement concrete block masonry with solid blocks Type C1, 1:3:6, (20 mm graded aggregate) exc. 10 cm in width and setting in cement mortar 1:4, complete |
| 13 | M&L for Rendering 12 mm thick with Cement mortar 1:4 on fair faces of brick work or concrete surfaces and setting coat 3 mm thick, trowelled to even and smooth finish using cement plaster 1:2 as directed |
| 14 | M&L for Rendering 12 mm thick with Cement mortar 1:4 on fair faces of brick work or concrete surfaces |
| 15 | M&L for flush pointing to random rubble masonry, uncoursed or brought upto courses with cement mortar 1:4 |
| 16 | M&L for providing of cement concrete Type B-1, 1:2:4, (20mm graded aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed |
| 17 | M&L for providing precast cement concrete Type-B1, 1:2:4 (20 mm graded aggregate) but in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:6 |
| 18 | S&F of deformed TMT Mild steel bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips |
| 19 | S&F of deformed TMT Mild steel bars 6 mm to 8 mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips |
| 20 | M&L for Cement concrete in floors and pavings type B-1, 1:2:4, with (20mm graded aggregate) 70 mm thick, as directed. |
| 21 | M&L for Cement concrete in floors and pavings type B-1, 1:2:4, with (20mm graded aggregate) 100 mm thick, as directed. |
| 22 | M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter rough finished surface of flat concrete. |
| 23 | M&L for Concrete bed to drain pipes up to 300 mm including packing under, and haunching against the sides of pipes after they are laid and tested; using cement concrete 1:3:6, as directed. |
| 24 | S&F of Reinforced concrete pipes, class NP2, laid and jointed complete with collars, (Bore of pipe 250 mm), as directed. |
| 25 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, Inner dia 200 mm |
| 26 | M&L for concrete bed to drain pipes including forming cradles; in cement concrete, type C-2, 1:3:6, 40 mm graded aggregate, Bore 200 mm |
| 27 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge, as directed. (Hard rock where blasting prohibited) |
| 28 | Excavating over areas, n exc 1.5 m deep and getting out (Hard rock) |
| 29 | S&F of PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or floors, working in foul position (Bore 110 mm) |
| 30 | S&F of PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or floors, working in foul position (Bore 75 mm) |
| 31 | S&F of PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls (Bore 110 mm) |
| 32 | S&F of PVC (SWR) pipe fittings, bends any radius, Bore 110 mm, working in foul position, as directed. |
| 33 | S&F of PVC (SWR) pipe fittings, vent cowl, Bore 110 mm, as directed. |
| 34 | S&F of PVC (SWR) pipe fittings, junction single, (Single T) equal or unequal, Bore 110 mm, as directed. |
| 35 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm, as directed. (Soft / loose soil) |
| 36 | M&L for cutting holes into or through and walls of cement concrete or stone walls built in cement mortar and making good in cement mortar 1:3 or cement concrete 1:2:4 type B-l as required, Superficial area Exc 150 sq. cm but n. Exc 400 sq. cm |
| 37 | M&L for cutting holes into or through and brick walls built in cement mortar and making good in cement mortar 1:3 or cement concrete 1:2:4 type B-l as required, Superficial area Exc 400 sq. cm but n. Exc 0.10 sq. m |
| 38 | Removing excavated soils exc 250 m but n.exc 500 m and depositing where directed Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysSep 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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