Tender For Provn Of Connecting Road,Toe Wall And Fencing Near Mes Complex And Provn Of 02 Doors In Bldg No. P-28 At Af Stn Kanheri Hills Under Ge Af Thane
Tender Value
37 Lakhs
Estimated cost
Bid Submission
07 Nov 2026
14 days left
EMD
74000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thane → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Connecting Road,Toe Wall And Fencing Near Mes Complex And Provn Of 02 Doors In Bldg No. P-28 At Af Stn Kanheri Hills Under Ge Af Thane
BOQ
| Sl. No. | Item Description |
| 1 | Grubbing up tree trunk girth of tree exc 100 cm and n. exc. 150 cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site complete all as specified and directed by Engr-in-Charge. |
| 2 | Felling of tree exc.100 cm and n.exc.150 mm girth including cutting of trunk, and branches and stacking of serviceable material and disposal of un-serviceable material to a distance n exc. 50 mtr and clearing site complete all as specified and directed by Engr-in-Charge. |
| 3 | Surface excavation n. exc 45 cm depth and averaging 30 cm deep getting out in hard dence soil complete all as specified and directed by Engr-in-Charge. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. as in ordinary rock complete all as specified and directed by Engr-in-Charge. |
| 5 | M&L Hardcore of broken stone boulder of gauge n. exc 63mm, deposited spread and leveled in layers n exc 15 cm thick watered and rammed to a true surface complete all as specified and directed by Engr-in-Charge. |
| 6 | Rolling and consolidating formation surfaces in cutting with power roller exceeding 8 tonne and not excedding 12 tonne complete all as specified and directed by Engr-in-Charge. |
| 7 | M&L for PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed by Engr-in-charge |
| 8 | M&L for 150 mm thick Cement concrete as in PCC road type B-2, 1:2:4 (40 mm graded Stone Agg) complete all as specified and directed by Engr-in-Charge. |
| 9 | M&L for Forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade `B' thickness of slab 150mm complete all as specified and directed by Engr-in-Charge. |
| 10 | Removing excavated material 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 Engr-in-Charge. |
| 11 | M&L for Pre-cast cement concrete block masonry Type C1 1:3:6 (20mm graded aggregate) with solid blocks, exc. 10 cm in width and set in CM 1:4 complete all as specified and directed by Engr-in-Charge. |
| 12 | M&L rendering 15mm thick in cement mortar (1:4) on any face of brick walls or concrete surfaces, surfaces finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge. |
| 13 | M&L for PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed by Engr-in-Charge. |
| 14 | Excavating over areas, n exc 1.5 m deep and getting out hard/dence soil complete all as specified and directed by Engr-in-Charge. |
| 15 | Excavating in trenches, n exc 1.5 m wide and n. exc. 10 Sqm on plan and n exc 1.5 m in depth and getting out in hard /dence soil complete all as specified and directed by Engr-in-Charge. |
| 16 | M&L for TMT 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 complete all as specified and directed by Engr-in-Charge. |
| 17 | Use & waste formwork to sides of RCC raft foundations incl finished the surface fair, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter all as specified and directed by Engr-in-Charge. |
| 18 | Use & waste formwork to faces of walls, retaining walls, and similar work including attached pillasters, buttresses, etc.; vertical or to batter fair finished surfaces of concrete completed all as specified and directed by Engr-in-Charge. |
| 19 | M&L for RCC M-30 (Design Mix) (using 20mm graded stone aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc. and mass concrete complete all as specified and directed by Engr-in-Charge. |
| 20 | M&L for RCC M-30 (Design Mix) (using 20mm graded stone aggregate) as in walls, retaining walls, basement walls column and the like : any thickness; above top of footings; including attached pilasters and buttresses etc complete all as specified and directed by Engr-in-Charge. |
| 21 | S&F PVC (SWR) 110mm bore pipe single socketed, in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed by Engr-in-Charge. |
| 22 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard /dence soil/ complete all as specified and directed by Engr-in-Charge. |
| 23 | Removing excavated material 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 Engr-in-Charge. |
| 24 | M&L for Boulder filling dry, handpacked tightly, as in filling of weep hole of rataining wall complete all as specified and directed by Engr-in-Charge. |
| 25 | Excavating in post holes(or similer holes) each n exc 0.5 cum getting out,returning filling in and raming earth or broken rubble mixed with earth around,in layers not exceeding 25 cm watering and removing surplus soil to a distance n exc 50m and making good surface complete all as specified and directed by Engr-in-Charge. |
| 26 | M&L for cement concrete type C-2 1:3:6 using 40mm graded stone aggergate as in foundations filling and mass concrete complete all as specified and directed by Engr-in-Charge. |
| 27 | S&F Framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165 (Brackets over 10 kg each to be measured under 'Structural Steel') complete all as specified and directed by Engr-in-Charge. |
| 28 | S&F Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strainging bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or stel pins, etc. as directed (each line wire to be measured) complete all as specified and directed by Engr-in-Charge. |
| 29 | S&F GI wire chain link fencing ( Minimum wt 2.5kg/sqm) minimum 2.5mm thick (excluding PVC coat) , UV resistant ,1mm dia PVC coated (Overall thichness of 75X75mm mesh size all complete all as specified and directed by Engr-in-Charge. |
| 30 | S&F Tie bars with screwed ends, nuts, washers and mild steel paltes for walls, chimneys, roofs, arches, etc. king rods and straining bolts conforming to Fe 410-0 or Fe 310-0 complete all as specified and directed by Engr-in-Charge. |
| 31 | S&F Mild steel screw bolts (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, exc 5cm but n exc 10 cm long diameter of the neck in 5 to 10 mm complete all as specified and directed by Engr-in-Charge. |
| 32 | S&F Mild steel Round bars 10mm dia and over,cut to length, bent to shape required all as specified and directed by Engr-in-Charge. |
| 33 | M&L for preparation of new steel surfaces of any description over 10 cm width or girth not other wise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed by Engr-in-Charge. |
| 34 | S&F concertina coil fencing with punched tape concertina coil 600 mm dia 6-7 metre openable length, having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (Note: cost of M.S. angle, shall be paid separately under relevent item of Sch A) complete all as specified and directed by Engr-in-Charge. |
| 35 | Excavation in trenches in hard/dence soil not exceeding 1.5 metre wide and not exceeding 1.5 metre deep and getting out complete all as specified and directed by Engr-in-Charge. |
| 36 | M&L Plain cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation filling as mass concrete or in sub base of floors complete all as specified and directed by Engr-in-Charge. |
| 37 | Mild steel 10mm dia and over TMT bars as in reinforcement cut to length bent to shape required including cranking, hooking at ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engr-in-Charge. |
| 38 | Mild steel 8mm dia TMT bars as in reinforcement cut to length bent to shape required including cranking, hooking at ends and binding with mild steel wire (annealed) not less than 0.9mm dia as in stirrups all as specified and directed by Engr-in-Charge. |
| 39 | Use & waste wooden form work (rough finished) to sides of footing, Beams, etc complete all as specified and directed by Engr-in-Charge. |
| 40 | Formwork to sides of pillars, posts, struts, piers,columns, and stanchions Square, rectangular or polygonal etc complete all as specified and directed by Engr-in-Charge. |
| 41 | M&L Reinforced cement concrete nomonal mix type B-1 (1:2:4) using 20mm graded stone aggregate as in columns, Footings and the like complete all as specified and directed by Engr-in-Charge. |
| 42 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm complete all as specified and directed by Engr-in-Charge. |
| 43 | Removal of surplus soil to a distance not exc 50 metre and depositing where directed at a level not exc 1.5 metre above the starting point complete all as specified and directed by Engr-in-Charge. |
| 44 | M&L rendering/plastering, 15mm thick in cement mortar (1:4) on any face of brick walls or concrete surfaces, surfaces finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge. |
| 45 | Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed by Engr-in-Charge. |
| 46 | S&F IInd class hard wood plain, solid, straight chowkat and frame wrought framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints complete all as specified and directed by Engr-in-Charge. |
| 47 | S&F 30 mm thick Flush shutters,solid core construction,with block board core and one face plywood face commercial type panels, other face is covered with decorative face veneer with lipping/frame to match etc complete all as specified and directed by Engr-in-Charge. |
| 48 | M&L for 0.90mm thick decorative laminate (Sunmica) type 1 of surface finish, colour and pattern as approved, fixed with approved adhesive as per manufacturer's instructions complete all as specified and directed by Engr-in-Charge. |
| 49 | M&L for preparation of new wood surfaces of any description over 10cm width of girth applying two coats of synthetic enamel paint over coat of pink primer etc complete all as specified and directed by Engr-in-Charge. |
| 50 | S&F Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) 250mm length and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified and directed by Engr-in-Charge. |
| 51 | M&L for 150mm Extruded brass handles, fabricated type polished complete all as specified and directed by Engr-in-Charge. |
| 52 | S&F for 150 mm Brass barrel tower bolts, with cast or sheet barrel and rolled or cast bolts and fixed. complete all as specified and directed by Engr-in-Charge. |
| 53 | S&F Stainless Steel Door Lock Set with 3 Keys, cylindrical Lock for 30mm to 50mm Door Thickness/Tubular Door Knob Lock for Main Door, Bedroom & Office complete all as specified and directed by Engr-in-Charge. |
| 54 | S&F for 150mm Blank hinge, brass, bright polished, for use alongwith brass double action spring hinges complete all as specified and directed by Engr-in-Charge. |
| 55 | S&F Floor door stopper 140mm length of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor complete all as specified and directed by Engr-in-Charge. |
| 56 | S&F butt hinges100 mm long, medium weight, cold rolled mild steel, and fixed complete all as specified and directed by Engr-in-Charge. |
| 57 | Taking up serviceable HT underground cable and relaying the same (after necessary addition/ alteration of BR related work of retaining wall) , PVC insulated, PVC sheathed armored heavy duty aluminum conductor of size 95 sqmm 3 core from the ground, wall, floor etc after disconnecting of any size including cable cover complete all as specified and directed by Engr-in-Charge. |
| 58 | Taking up serviceable LT underground cable and relaying the same (after necessary addition/ alteration of BR related work of retaining wall) PVC insulated, PVC sheathed armored heavy duty aluminum conductor LT 1100 v grade, fixed on pole, wall and trenches etc after disconnecting of any size including cable cover complete all as specified and directed by Engr-in-Charge. |
| 59 | Supply and fix GI pipe 100 mm dia light grade complete with all fitting for supporting cable on four pole structure complete all as specified and directed by Engr-in-Charge. |
| 60 | Supplying, jointing and commissioning straight through type cable end termination cable jointing kit (Earth) heat shrinkable type suitable for underground XLPE cable size 3 core 95 to 120 Sqmm 22 KV HT cable complete all as specified and directed by Engr-in-Charge. |
| 61 | Supply and laying, testing and commissioning H.T. under ground armoured PVC insulated and PVC sheathed heavy duty 22000 Volts (Earth) grade underground cable of size 3 core, 95 Sq mm including removing of old unserviceable complete all as specified and directed by Engr-in-Charge. |
| 62 | Taking up serviceable GI pipe line of size 25 to 80 mm and relaying the same (after necessary addition/ alteration of BR related work of retaining wall) laid in trenches, fixed on pole, wall and trenches etc after disconnecting of any size including cable complete all as specified and directed by Engr-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysNov 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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