Tender For Provn Of Work Services For Widening Of Crash Gates And Associated Works At Afs Tambaram (8948/E8)
Tender Value
42.17 Lakhs
Estimated cost
Bid Submission
09 Oct 2026
14 days left
EMD
84340
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chengalpattu → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Work Services For Widening Of Crash Gates And Associated Works At Afs Tambaram (8948/E8)
BOQ
| Sl. No. | Item Description |
| 1 | Excavation over areas, n exc 1.5 m deep and getting out in hard/dense soil complete all as specified and directed by Engineer-in-Charge. |
| 2 | M & L for 150mm Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed by Engineer-in-Charge. |
| 3 | M&L for Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade II as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required. The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-1 00 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013 complete all as specified and directed by Engineer-in-Charge. |
| 4 | M&L for Laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in single layers of 75 mm each, grading as pe table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and directed by Engineer-in-Charge. |
| 5 | M&L for 100mm thick cement concrete (1:2:4) type B-1 (20mm graded stone aggregate) as in sub-base complete all as specified and directed by Engineer-in-Charge. |
| 6 | M&L for sand filling under paver blocks including watering and consolidation complete all as specified and directed by Engineer-in-Charge. |
| 7 | M&L for precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness,M-40 Grade with grey cement and pigment complete all as specified and directed by Engineer-in-Charge. |
| 8 | M&L for excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, 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 complete all as specified and directed by Engineer-in-Charge. |
| 9 | Demolition of concrete of any description and in any position not otherwise specifically provided complete all as specified and directed by Engineer-in-Charge. |
| 10 | M&L for PCC (1:4:8) Type D2 using 40mm graded stone aggregates as in foundation, filling and mass concrete including necessary formwork complete all as specified and directed by Engineer-in-Charge. |
| 11 | Demolition of reinforced cement concrete of any description and in any position,complete all as specified and directed by Engineer-in-Charge. |
| 12 | M & L for reinforced Cement Concrete (Nominal mix) type B1 1:2:4 (using 20 mm graded granite stone aggregate) in foundations including rafts, footings and mass concrete, foundation beams, plinth beams, bases for columns, basement slabs etc. complete all as specified and directed by Engineer-in-Charge. |
| 13 | M & L for reinforced Cement Concrete (Nominal mix) type B1 1:2:4 (using 20 mm graded granite stone aggregate) in Columns, piers, posts and struts complete all as specified and directed by Engineer-in-Charge. |
| 14 | M&L for use & waste of rough finished flat Form work to sides of concrete foundations rafts, footing, base of columns, raft and raft beams, sides & soffits of foundation (if any) of foundation and plinth beams and similar work complete all as specified and directed by Engineer-in-Charge. |
| 15 | Use & waste of rough finished Square, rectangular or polygonal Form work to sides of pillars, posts, struts, columns and stanchions complete all as specified and directed by Engineer-in-Charge. |
| 16 | S&F TMT steel bars 10mm 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 0.9mm dia or securing with clips etc complete all as specified and directed by Engineer-in-Charge. |
| 17 | Ditto, but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binder complete all as specified and directed by Engineer-in-Charge. |
| 18 | M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or on concrete surfaces finished even and smooth (without using extra cement) complete all as specified and directed by Engineer-in-Charge. |
| 19 | M&L preparation of newly plastered surfaces of external walls and applying one coat of primer and two coats of weather proof exterior emulsion paint (wheather coat Apex, 100% exterior grade) complete all as specified and directed by Engineer-in-Charge. |
| 20 | S&F in repairs Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, fixed to steel framing with plain 40 mm lap joints welded seams, including bending or turning up, mitred angles, sheeting is welded to frame etc. as required. Thickness of sheet 1.25 mm complete all as specified and directed by Engineer-in-Charge. |
| 21 | Dismantling structural steel work including doors, gates but excluding framed truss etc. complete all as specified and directed by Engineer-in-Charge. |
| 22 | M & L for cutting holes in brick walls, RCC pillars etc cement mortar for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 as required, exc one brick but not exeeding two brick thickness complete all as specified and directed by Engineer-in-Charge. |
| 23 | S & F for mild steel framed work as hung gates, including pintle hinges, stops, hand-made sliding bolts, etc. as grills, gratings, etc with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks, and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed by Engineer-in-Charge. |
| 24 | M & L for hardcore of gauge not exceeding 63 mm of broken granite stone, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge. |
| 25 | M&L for 100mm thick cement concrete (1:2:4) type B-1 (20mm graded stone aggregate) as in topping layer and finished surface even and smooth without using extra cement as in ramps, plinth courses and the like etc complete all as specified and directed by Engineer-in-Charge. |
| 26 | Demolition of brick work or stone masonry built in cement mortar including all quoins, pillars, arches etc. but excluding ashlar facings, dressed stone work and precast concrete articles, complete all as specified and directed by Engineer-in-Charge. |
| 27 | M&L for Pre-cast cement concrete block masonry with solid blocks type C-1 (1:3:6) 20 mm graded aggregate, exc. 10 cm in width and setting in cement mortar 1:6, including pointing complete all as specified and directed by Engineer-in-Charge. |
| 28 | Excavating in post holes (or similar holes) each n exc 0.5cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in hard/dense soil complete all as specified and directed by Engineer-in-Charge. |
| 29 | Dismantling RCC fencing posts or struts of any section embedded in concrete, including taking out embedded portion and making good disturbed ground complete all as specified and directed by Engineer-in-Charge. |
| 30 | Dismantling fencing wire mesh, any type complete all as specified and directed by Engineer-in-Charge. |
| 31 | S&F for Joist, channel, angle,MS Flat or tee sections, fixed independently, without connecting plates, etc. cut to ordinary lengths as in fencing posts complete etc as in chain link fencing posts and struts including cutting tops to shape as directed, drilling holes, notching for wire, etc for securing wire mesh etc, and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge. |
| 32 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts etc, including provision of binding wire complete all as specified and directed by Engineer-in-Charge. |
| 33 | Supply only chain link MS galvanised fencing 3 to 4 mm dia wire, size of mesh 50 x 50 mm, made up to mattress or cages, complete all as specified and directed by Engineer-in-Charge. |
| 34 | S & F mild steel screw bolts of 11 to 15mm diameter of neck (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 5cm and not exc 10cm complete all as specified and directed by Engineer-in-Charge. |
| 35 | M&L for MS round bars, 10mm dia & over , cut ot 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 0.9mm dia or securing with wire complete all as specified and directed by Engineer-in-Charge. |
| 36 | M&L Preparation of new steel surfaces of any description, over 10cm in width or girth,not otherwise described and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed by Engineer-in-Charge. |
| 37 | M&L Plain cement concrete type B1, 1:2:4 (20mm graded stone aggregate) as in coping, benching, kerbing and the like including weathering, slightly rounded or chamfered angles and throating etc complete all as specified and directed by Engineer-in-Charge. |
| 38 | M&L Returning, filling in hard dense soil, including spreading, levelling, watering and well ramming in layers not exc 25 cm.complete all as specified and directed by Engineer-in-Charge. |
| 39 | M&L Removing excavated material of hard dense soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 40 | M&L Preparation of old surfaces of wall and applying one coat of cement based paint complete all as specified and directed by Engineer-in-Charge. |
| 41 | S&F in repairs galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings andstraining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc, complete all as specified and directed by Engineer-in-Charge. (each line wire to be measured) |
| 42 | Restraining, resecuring including making good galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings andstraining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc, complete all as specified and directed by Engineer-in-Charge. (each line wire to be measured) |
| 43 | S&F in repairs Concertina coil fencing with punched tape concerntina coil made form high tensile spring steel, high Carbon wire conforming to is -4454 [part-1], of Grade -SM duly hot Dipped Galvanished as per IS -4826 with 230GSM, 600mm dia, 10 Metre openable lenghth, with galvanished coating and punched tape material as per IS-513, having 30-35 Nos rounds per 6 mtr lenghth (before streaching) having medium barbs (barb length 24+- 1mm barb width 19+-1mm, pitch between two barbs 35+-1mm), spring core wire (2.6mm thick) of hign tensile strength of 165 kg/sqmm with tape (0.52mm thick) and weight 43.478 Grams/ metre and fixing to \\"Y\\" or Trapezoidal shaped angle iron brackets placed at 2.00m to 3.00m apart and with 6/9 horizontal RBT [Reinforced Barbed Tape] Wire, stud tied with GI Staple and GI Clips to reatin horizontal, including necessary bolts and coating with Px compound [Anti rust] complete all as specified and directed by Engineer-in-Charge.Note: Horizontal barbed wire & angle iron support shall be measured and paid sepately under relevent items of Schedule \\"A\\". Measurement shall be made for stretched length. |
| 44 | M&L for Expanded metal, not exceeding 4kg weight per sqm cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members complete all as specified and directed by Engineer-in-Charge. |
| 45 | M&L for Reinforced concrete pipes 750MM bore,class NP3, laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge. |
| 46 | M&L for Concrete bed to drain pipes including forming cradles; in 750mm bore pipe PCC ratio 1:4:8 type D-2 complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysOct 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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