Tender For Construction Of Boundary Wall And Stone Pitching Work For Storm Water Drainage On West & North Side Of New Nsdf Area At Barcf, Kalpakkam
Tender Value
4.80 Crore
Estimated cost
Bid Submission
12 Oct 2026
12 days left
EMD
9.61 Lakhs
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
Chengalpattu → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Boundary Wall And Stone Pitching Work For Storm Water Drainage On West & North Side Of New Nsdf Area At Barcf, Kalpakkam
BOQ
| Sl. No. | Item Description |
| 1 | Clearing light jungle area, bulb weeds, grass including cutting all unwanted plants, branches, twigs, wild growth etc. complete, and disposing the same 100metres away manually or burning them without disturbing other areas etc., complete all as directed by the Engineer-in-Charge. Contractor must be informed to Engineer-in-charge and prior permission shall be obtained from him for burning the wild growth. |
| 2 | Earth work excavation for by mechanical means (Hydraulic excavator) or manual means for foundations, substructures, plint beam, cess pits and all kinds of foundation etc. in all types of soil like hard gravekky soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling and ramming the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (disposed soil to be leveled by breaking clods, if any and neatly dressed and levelled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-charge.All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres. |
| 3 | Providing and laying plain cement concrete 1:4.5:8 using 25mm maximum size graded aggregate including machanical mixing, transporting and placing in required position, ramming, compaction, leveling, shuttering, curing, dewatering if any, complete all as per specifications for levelling courses in foundation for walls, footing, floor drains, etc as directed by engineer incharge complete all as per specification. |
| 4 | Supplying and filling the selected earth from outside of DAE installation (with a lead of 28 kilometres) including excavation from borrow pits if any required. Filling in layer of not more than 150mm thick, each layer well rammed and consolidated by mechanical roller including water consolidation etc. levelling, dressing the top surface to the required level, comlying with standard specification and as directed by the Engineer-in-charge. Proper trip sheet recordsshall be maintained for bringing the earth through DAE main gate with security stamp duly signed by Departmental Engineer. |
| 5 | Providing and constructing random rubble masonry in cement morter 1:6 using hard granite stones obtained from approved quarry with bond stones at 2.00 metres apart for storm water drain walls, including sizing of stones if required, raking out joints, curing etc., complete all as per drawing, specifications and as directed by Engineer-in-charge at all lifts. |
| 6 | Providing Flush pointing over the random rubble masonary wall with cement mortar 1:3 at all levels including scaffolding , curing , forming grooves whereever necessary all as per specifications, drawings and as directed by Engineer-in-charge. |
| 7 | Providing and forming dry stone pitching of 230mm thick over the filled earth surface including laying to the required grade and slope, packing and filling the intersects with broken stone and gravel, watering, compaction etc., complete in all respects all as per specification and as directed by the Engineer-in-Charge. |
| 8 | Providing and constructing brick masonry at all lifts using well burnt stock bricks in cement mortar 1:5 including suitable scaffolding, raking out joints, curing complete as per specifications and drawings for foundation, superstructure, etc. for the following floors: For basement and ground floor |
| 9 | Providing plastering to the external surfaces of brickwork/concrete at all elevations in cement mortar 1:5, 20mm thick in two coats including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications. |
| 10 | Providing and laying 40mm thick Indian patent stone flooring and skirting with cement 1:2:4, using 10mm and below size hard broken granite stone jelly including dividing strips, laying in panels, consolidating, curing, rubbing the surface smooth, cleaning the surface neatly at the time of handing over the area complete all as per specifications and as directed by the Engineer. |
| 11 | Providing and laying plain cement concrete 1:2:4 using 20mm maximum size hard granite crushed graded stone aggregate including mechanical mixing, transporting and placing in required position, ramming, compaction, levelling, curing, shuttering, dewatering if any, complete all as per specification for levelling course in foundation for walls, footings, floor drains etc., encasing pipes and other required works directed by Engineer-in-charge complete all as per specifications. |
| 12 | Providing and fixing concertina coil fencing CONSEC ZAL or approved equivalent make Aluminum base helix coil 610mm dia of CBT 60 Barb Profile having (i) Dia of coil (unstretched):- 610mm (ii) No of Spirals:- 50 nos. (iii) Coverage in length :- 6 Mtr. Per coil. (iv) Weight of each coil: 9 to 10kg. (v) Central core wire made from 2.60mm (+/-0.1) dia H.T.S.S wire as per IS-4454 galvanised as per IS-2629 (vi) Razor punched Strip:- Razor punched tape of 0.5mm thickness of CONSEC –ZAL Steel comprising of Aluminum base with Zinc alloy @ 150 gm/m2 conforming to ASTM A-792/A – 792M with additional primer treatment of Epoxy polyurethane & Final Paint Top coat of Caulified green shade (BSL 139) by Hot Dipping process. (vii) SS Clip per Coil – 125 nos. (viii) SS Clip per spiral:- 5 nos. BARB DIMENSION:- (i) Barb length:- 60mm (+/-2) (ii) Uniform gap between the Barb:- 100mm (+/-2) (iii) Barb width :-31.30mm (+/-1). The concertina coil shall be placed upto 3m height of wall with existing angle/concrete/iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 3 horizontal CONSECZAL or approved equivalent make aluminium base CBT 60 Barb tape profile Horizantal Tension single Strand With 2.60 mm (+/-0.1) dia H.T.S.S wire with coating thickness of 230gm(min) as per IS-4454 galvanised & as per IS-2629. Each coil shall be 100Mtr.in length., stud tied with SS staples and SS clips to retain horizontal, including necessary bolts or SS wire tied to angle iron, scaffolding, tools, tackles, fittings, fixtures, labour, supervision, all complete as per direction of Engineer-in-charge (cost of M.S. angle, C.C. blocks shall be paid separately) Note: The sample shall be got approved before supply of material. MTC shall be submitted with the material. The Rate includes third party testing of sample selected by department per lot at NABL approved laboratory. |
| 13 | Providing and fixing of barb tape wire CONSEC ZAL or approved equivalent Aluminum base (CBT 60 Barb Profile) Horizontal Tension Single Strand with 2.60 mm (+/-0.1) dia H.T.S.S wire with coating thickness of 230gm(min) as per IS-4454 galvanised & as per IS-2629. Each coil having 100 Mtr. in length stud tied with SS staples and SS clips to retain horizontal, including necessary bolts or SS barbed wire tied to angle iron,tools, tackles, fittings, fixtures, scaffolding, labour, supervision etc all complete as per direction of Engineer-in-charge (Cost of M.S. angle, C.C. blocks shall be paid separately)Note: The sample shall be got approved before supply of material. MTC shall be submitted with the material. The Rate includes third party testing of sample selected by Department per lot at NABL approved laboratory. |
| 14 | Providing and fixing G.I. chain link fencing conforming to IS:2721 of required width in mesh size 50x50mm, made of G.I. wire 3.15mm diametre including strengthening with top and bottom line wire 4mm diametre, (4mm diametre line wire at top, bottom & middle to be provided incase fencing height exceeds 2m) cutting of chain link & wires to required length, spreading, fixing & binding chain link to fencing post with 18 gauge binding wire including cost of GI bolts and washers and wire etc., complete in all respects and all as per specifications & directed by the Engineer-in-Charge. |
| 15 | Providing, supplying, cutting, bending to shape and welding, fabricating, hoisting, placing and fixing in position structural steel member like MS trusses, purlins etc. using MS hollow/circular/square/rectangular tubular sections Including chamfering and rounding off the edges, applying a coat of red lead paint primer / Zinc chromate primer of approved make and 2 coats of flat oil paint/ synthetic enamel paint of approved colour and make, scaffolding and staging required for fabrication as well as erection complete all as per specifications, drawings and as directed by the Engineer -in -charge. Note: Lifting device arrangements if any required also arranged by the contractor at his own cost. |
| 16 | Manufacturing, supplying, hoisting and fixing in position at all lifts, precast units of various patterns and sizes for precast plain solid units, slabs, exhaust fan moulds etc., in reinforced cement concrete of 1:1.5:3, using 20mm and below machine crushed graded stone aggregate including weigh batching, mechanical mixing, casting, vibrating, finishing of exposed faces, curing, necessary formwork & moulds, transporting and placing at all lifts, preparation of connections, grouting with cement mortar/cement grout wherever needed excluding steel reinforcement complete all as per drawing, specification and as directed by Engineer-in-Charge. |
| 17 | Manufacturing, supplying, hoisting and fixing in position at all lifts, precast units of various patterns and sizes for precast fence post, in reinforced cement concrete of 1:1.5:3, using 20mm and below machine crushed graded stone aggregate including weigh batching, mechanical mixing, casting, vibrating, finishing of exposed faces, curing, necessary formwork & moulds, transporting and placing at all lifts, preparation of connections, grouting with cement mortar/cement grout wherever needed excluding steel reinforcement complete all as per drawing, specification and as directed by Engineer-in-Charge. |
| 18 | Providing and laying cast in situ controlled reinforced cement concrete of M30 grade at all levels and lifts mentioned below, using 20 mm maximum size hard granite machine crushed graded stone aggregates, including weigh batching,charges for mixing and cost of admixture, mechanical mixing, transporting and placing, at all lifts, vibrating, consolidating, curing, finishing smooth, of all exposed faces complete for column footing, column, lintel, sunshade, getter slab, beams, slabs, water tank, machin foundation, trench raft, trench cover slabs and all other structural elements including dewatering werever necessary all as per specification and all as shown in drawings and as directed by the engineer incharge for all insitu item.Note: 1.The rate of concrete shall include all labour, equipment, charges of mixing & cost of admixture.Chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer ‑ in ‑charge shall be obtained for dosage and compatibility.2.Test certificate of cement, procued from dealer/company to be submitted for all cement related works by the Contractor. Note: 3. The rate shall be quoted on the basis of using minimum cement per Cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. |
| 19 | Providing, straightening, decoiling wherever necessary bending, cutting, binding and fixing in position steel reinforcement TMT bars of Fe500D grade steel conforming to IS:1786 'SAIL or VIZAG or approved equivalent make' and tying with approved annealed binding wire of 1.6mm dia in all reinforced cement concrete work at all lifts, including cost of supplying and fixing the spacer/cover blocks in cement mortar 1:2 and binding wire complete all as per specification and as directed by Engineer-in-Charge at all lifts.Note: The rate shall be including the cost of reinforcement steel. The reinforcement steel will be procured from dealers with a test certificate as approved by the department. For further details please see Clause 11 of Section VIII, General Information for Guidance of Tenderers. |
| 20 | Supplying, fabricating, erecting and fixing in position at all levels, centering and shuttering to correct line and levels including strutting, propping etc., with necessary bracings in all axrs to give a stable assembly with provision for making the joints in the shuttering fully leak proof and with provision for fixing coil nuts with tie rods along with suitable channel for lateral supports and for inserts, projecting dowels, anchor bolts or any other fixtures, including staging, access and working platforms etc., all complete as specified and directed including dismantling and removing the aforesaid assembly after the concrete attains the sufficient strength to self-support itself without cracking and distortion all as per specification, including all materials and labour complete in all respects at all lifts. The measurement for the formwork will be the actual area of forms in contact with concrete surfaces. Shuttering with plywood panels alone will be permitted. |
| 21 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRT&H specifications for road and bridge works (4th Revision) and as directed by the Engineer-in-Charge.for Grading-I material |
| 22 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achiever desired density complete in all respects as per the clause 406 of MoRT&H specifications for road and bridge works (4th revision) and as directed by the Engineer-in-charge. |
| 23 | Supplying and filling in basement with Quarry dust, filling in layers of not more than 150mm thick, each layer well rammed and consolidated by hand/mechanical roller including watering, leveling, dressing the top surface to the required level complete all as per specification and as directed by the Engineer. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysOct 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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