Tender For Provn Of Works Services For Sanitized Airfield Safety Zone At Afs Tambaram (8967/E8)
Tender Value
34.76 Lakhs
Estimated cost
Bid Submission
17 Nov 2026
11 days left
EMD
69520
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 Works Services For Sanitized Airfield Safety Zone At Afs Tambaram (8967/E8)
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in trenches n.exc 1.5m wide & n.exc 1.5m depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5 m in depth and getting out in hard and dense soil complete all as specified and directed by Engineer-in-Charge. |
| 2 | M&L for plain cement concrete (1:4:8) type D2 ( using 40mm graded stone aggregate) in foundations, filling and mass Concrete complete all as specified and directed by Engineer-in-Charge. |
| 3 | M&L for walling of random rubble, uncoursed, will bonded, bedded and solidly hearted build in CM 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 4 | M&L for boulder pitching, laid, hand packed tightly and is grouted with cement and sand mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 5 | S&F for PVC( SWR ) pipes 110mm dia single socketed , in any length with rubber ring joints as in weep hole complete all as specified and directed by Engineer-in-Charge. |
| 6 | M&L for rendering 15mm thick on fair faces of stone masonry surface of walls in cement mortar 1 : 4 and finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 7 | M&L PCC 1:2:4, type B0 (using 20 mm graded stone aggregated) as in coping/ benching to manholes and drains/toe wall including necessary form work complete all as specified and directed by Engineer-in-Charge. |
| 8 | M&L for rough excavation not exceeding 1.5 m deep and getting out in hard/dense soil complete all as specified and directed by Engineer-in-Charge. |
| 9 | Removing excavated material exc. 250 m but n exc. 500 m and depositing where complete all as specified and directed by Engineer-in-Charge. |
| 10 | Forming embankments including raising (or lowering) earth,spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and directed by Engineer-in-Charge. |
| 11 | M & L for pre-cast cement concrete block masonry with solid blocks 1:3:6 Type C1(using 20mm graded stone aggregate) exc. 10 cm in width and setting in mortar (1:6) complete all as specified and directed by Engineer-in-Charge. |
| 12 | M&L for rendering 15mm thick on brick work or concrete surface of walls in cement mortar 1:4 and finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 13 | M & L preparation of new surfaces of walls plastered or unplastered etc and applying two coat of cement based paint over a coat of alkali resistant primer on wall surfaces complete all as specified and directed by Engineer-in-Charge. |
| 14 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with all kind of soil complete all as specified and directed by Engineer-in-Charge. |
| 15 | M&L for removing excavated surplus soil n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting pointcomplete all as specified and directed by Engineer-in-Charge. |
| 16 | S&F for hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge. |
| 17 | M&L for preparation of new or previously untreated steel surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of Synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge. |
| 18 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and directed by Engineer-in-Charge. |
| 19 | 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. |
| 20 | M&L 75 mm thick PCC 1:4:8 Type D2 (using 40 mm graded stone aggregate) in sub base of floor complete all as specified and directed by Engineer-in-Charge. |
| 21 | M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engineer-in-Charge. |
| 22 | M&L for machine pressed precast cement concrete interlocking paver block any shape and size or pattern confirming to IS 15658-2006 of 60mm thickness, M-35 grade with grey cement and pigment rubber moulded with vibration technology set and jointed as per manufactures instructions laying over sand cushioning complete all as specified and directed by Engineer-in-Charge. |
| 23 | M&L for preparing of newly plastered surfaces and applying three coats of white wash on walls complete all as specified and directed by Engineer-in-Charge. |
| 24 | Excavating post holes or similar holes, each not exceeding 0.5 Cu. M, getting out in hard/ dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance not execeeding 50 M and making good surface complete all as specified and directed by Engineer-in-Charge. |
| 25 | M&L for PCC (1:3:6) type C-2 (using 40mm graded stone aggregate) as in foundation filling & mass concrete for post/pillars etc complete all as specified and directed by Engineer-in-Charge. |
| 26 | S&F for mild steel work angles, bars, flats etc. as in fencing post struts including cutting tops to shape as directed including embedding in concrete and all necessary drilling holes, bolting or riveting , welding notching for wire and similar work confirming to Fe-290 Gde-E-165 complete all as specified and directed by Engineer-in-Charge. |
| 27 | Supply only MS galvanised chain link fencing haevy zinc coated (Hot dip), aparture size 50mm and wire of 8 Swg (4 mm) complete all as specified and directed by Engineer-in-Charge. |
| 28 | Fixing only chain link fencing any mesh size and type to any type of standard, rails, iron angle posts, straining bolts etc incl provision of binding wire complete all as specified and directed by Engineer-in-Charge. |
| 29 | S&F for 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. |
| 30 | 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. |
| 31 | M & L for preparation of new or previously untreated steel surfaces of any description, not exc. 10 cm width or girth, not otherwise described when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-in-Charge. |
| 32 | M&L 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. |
| 33 | Providing and laying synthetic geogrid of approved make, manufactured from high-strength polymeric material, having minimum ultimate tensile strength of 100 kN/m or as specified, for soil reinforcement/stabilization, including preparation of formation, placing and positioning of geogrid, cutting, overlapping/joining, fixing with suitable accessories, and all necessary operations complete as per manufacturer's specifications, design requirements and complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysNov 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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