Tender For Provn Of Balance Perimeter Wall/Fencing Wks Under Ge (Mis) Mhow
Tender Value
3.45 Crore
Estimated cost
Bid Submission
27 Oct 2026
11 days left
EMD
4.20 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Indore → Madhya Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Provn Of Balance Perimeter Wall/Fencing Wks Under Ge (Mis) Mhow
BOQ
| Sl. No. | Item Description |
| 1 | SCHEDULE \\"A\\" : |
| 2 | Item No 01 : Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground, posts embeded in concrete, brick work, masonry, etc complete all as spd and directed. |
| 3 | Item No 02 : Dismantlng wire mesh/chainlink fencing any type all as specified and directed |
| 4 | Item No 03 : Dismantlng barbed wire fencing any type any position all as specified and directed |
| 5 | Item No 04 : Demolition of Brick work built in cement mortar including all quoins arches pillars etc complete all as specified and directed |
| 6 | Item No 05 : Surface excavation n. exc (not exceeding ) 30 cm deep and averaging 15cm deep incl Clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth (measured one metre above ground level) and removing rubbish upto a distance of 50 metres and getting out soft/loose soil complete all as directed and specified. |
| 7 | Item No 06 : Earth work in excavation by mechanical means (Hydraulic excavator)/ in all Kind of Soil for 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 in any kind of Soil. |
| 8 | Item No 07 : Excavating in trenches, exc 1.5 m wide and exc 1.5 m in for each additional 1.5m or part thereof in depth beyond the first 1.5 m 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 in any kind of soil. |
| 9 | Item No 08 : Earth work in excavation by mechanical means (Hydraulic excavator)/ in ordinary rock for 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 in ordinary rock. |
| 10 | Item No 09 : Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in all kind of Soil(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. |
| 11 | Item No 10 : Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in all kind of Soil (exceeding 30 cm in depth for each additional 1.5 m or part thereof in depth beyond the first 1.5 m 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. |
| 12 | Item No 11 : Excavating over areas, n exc 1.5 m deep and getting out in mud complete all as specified and directed by Engineer-incharge. |
| 13 | Item No 12 : Excavating over areas, r each additional 1.5 m or part thereof in depth beyond the first 1.5 m 1.5 m deep and getting out in mud complete all as specified and directed by Engineer-incharge. |
| 14 | Item No 13 : M & L for PCC 1:4:8 type D-2 (using 40mm graded aggregate ) in foundations, filling and mass conctrete all as specified and as directed. |
| 15 | Item No 14 : M&L for RCC M-25 Design mix as in foundation including rafts, footings, foundation beams, plinth beams, bases of columns etc and mass concrete complete all as specified and directed. |
| 16 | Item No 15 : M&L for RCC M-25 Design mix (20mm graded aggregates) as in columns, pillars, piers, posts and struts complete all as specified and directed. |
| 17 | Item No 16 : M&L for RCC M-25 Design mix (20mm graded aggregates) as in beams, cantilevers, bressummers, lintels over 1.5m span and similar work complete all a specified and directed. |
| 18 | Item No 17 : Use and waste formwork to sides of concrete foundation 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 Rough finished surfaces of concrete complete all as specified and directed. |
| 19 | Item No 18 : Use and waste formwork to sides of pillars, post, struts, piers, columns and stanchions for fair finished surface complete all as specified and directed. |
| 20 | Item No 19 : Use and waste formwork to sides of soffits of floor or roof beams etc for fair finished surface complete all as specified and directed. |
| 21 | Item No 20 : S&F 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 or securing with clips complete all as specified and directed. |
| 22 | Item No 21 : S&F TMT bars 5mm dia and over upto 10mm dia bar as in stirrups 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 complete all as specified and directed. |
| 23 | Item No 22 : M&L for brick work with fly ash modular bricks, straight or curved on plan exceeding 6m mean radius in CM 1:6 complete all as specified and directed. |
| 24 | Item No 23 : M&L 15mm thick rendering in cm 1:4 on fair faces of brick work or concrete work complete all as specified and directed.. |
| 25 | Item No 24 : M&L 5mm thick rendering in cm 1:4 on concrete surface work complete all as specified and directed.. |
| 26 | Item No 25 : M&L preparing new plastered surfaces on wall and applying two coats of cement base paint over over a coat of alkali resistence primer complete all as specified and directed. |
| 27 | Item No 26 : S&F framed work such as grill grating ornamental gate etc with end of bars shoulder or riveted forged into spikes, framed guared bars, barred iron doors, ladders framed balusters, walk ways railings, framed work of watertank and similar work conforming to Fe290. Gde-E165 complete all as specified and directed. |
| 28 | Item No 27 : M&L two coats of synthetic enemal paint over a coat of red oxide over prepared surfaces of new steel complete all as specified and directed. |
| 29 | Item No 28 : M&L returning, filling in soft/loose soil including, spreading, levelling, watering and well ramming in layers not exc 25cm thick complete all as specified and directed. |
| 30 | Item No 29 : M&L removing of surplus material exc 250m but n exc 500m and deposited where directed at a level not exc 1.5m above the starting point complete all as specified and directed. |
| 31 | Item No 30 : M&L for providing precast cement concrete 1:2:4 type B0(12.5mm graded aggregate) louvres and jallies, 50mm thick (measured solid), including all mould- ings but excluding frame set in cement mortor 1:4 complete all as specified and directed. |
| 32 | Item No 31 : M&L for PCC1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling , mass cocrete and sub base of floor, etc complete all as specified and directed |
| 33 | Item No 32 : M & L for 75mm thick cement concrete 1:3:6 type C1, with using 20mm graded stone aggregate as in floor/ plinth protection finish the surface even and smooth with using extra cement including filling the expansion joints with bitumen filler / filler boards and necessary form work etc complete all as specified and as directed. |
| 34 | Item No 33 : Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks,lawns, drive ways or light traffic parking etc.,of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; |
| 35 | Item No 34 : Providing, cement concrete type B0 1:2:4 (12.5mm graded aggregate) in copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating as directed. |
| 36 | Item No 35 : Granite (of any type) work (table rubbed and polished) 20mm thick in steps jambs,pillars, window cills, cooking plateform and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over 15mm thick screed bed in CM 1:4 incl moulding, chamfering of edges complete. |
| 37 | Item No 36 : Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in shoft / loose soil all as specified and directed. |
| 38 | Item No 37 : M&L PCC 1:2:4 type B2 (using 40mm graded agg) as in foundation of post hole etc complete all as specified and directed. |
| 39 | Item No 38 : Supply only Chain link MS galvanisd fencing, any size or type. |
| 40 | Item No 39 : 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 Engr in Charge. |
| 41 | Item No 40 : S&F punched type concertina coil as per latest IS 6745-1972 with galvanized coating and punched type material as per IS deep drawn quality with galvanized coating having medium barbs fixed in position and secured to fence posts/ Y- arm stretched to a length so as to achieve 600mm dia as in fencing including fixing with special galvanized fastners such as J clips, U clips fixed at any height of security fence complete all as specified and directed. Size of coil : 610mm dia |
| 42 | Item No 41 : M&L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed. |
| 43 | Item No 42 : S&F 110mm dia PVC (SWR) grade single socketed pipes in any length complete with rubber ring joints laid in trenches or in floors/walls complete all as specified and directed. |
| 44 | Item No 43 : M&L for walling of random rubble, uncoursed, well bonded, bedded and solided and slidly hearted, built in CM (1:6) completed as specified and directed. |
| 45 | Item No 44 : Grubbing up tree trunk 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 Exc 30 cm and not exc 100cm complete all as specified and directed. |
| 46 | Item No 45 : Grubbing up tree trunk 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 Exc 100 cm and not exc 150cm complete all as specified and directed. |
| 47 | Item No 46 : 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 strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) |
| 48 | Item No 47 : Supply & plantation of \\"Jamun\\" tree ,sapling height 4 to 6 feet including digging holes composting, watering etc complete |
| 49 | Item No 48 : Supply & plantation of \\"Neem\\" tree, sapling height 4 to 6 feet including digging holes composting, watering etc complete |
| 50 | Item No 49 : Supply & plantation of \\"Bael (Aegel Marmelos)\\" tree, sapling height 4 to 6 feet including digging holes composting, watering etc complete |
| 51 | Item No 50 : Supply & plantation of \\"indian Gooseberry\\" tree, sapling height 4 to 6 feet including digging holes composting, watering etc complete |
| 52 | Item No 51 : Supply & plantation of \\"Terminalia grjuna (white Arjun) tree\\" , sapling height 4 to 6 feet including digging holes composting, watering etc complete |
| 53 | Item No 52 : Supply & plantation of Bottle palm trees of different species as sapling height 8 to 10 fit including digging holes composting, watering etc complete |
| 54 | SCHEDULE \\"A\\" (Schedule of credit )Schedule of Credit Rs 86500.00 (Minus) inserted by the MES. (Note : Credit amount shall be deducted manually to arrive net amount) SCHEDULE OF CREDIT Name of Work: PROVN OF BALANCE PERIMETER WALL/FENCING WKS UNDER GE (MIS) MHOW Sl No Decriptipin of work Unit Qty Rate Amount |
| 55 | Old RCC post incl reinforcement |
| 56 | Old/damaged /rusted chain link fencing any description |
| 57 | Old/damaged /rusted barbed wire any description |
| 58 | Old Brick work Total : 86500.0 Notes :- (a) All quantities shown under column 4 are provisional and may vary during execution. Actual amount of credit shall be worked out based on rates inserted under Col. 5 of Schedule of credit. (b) Tenderers are advised to inspect the old material/ items at site and ascertain their condition. It shall be deemed that the contractor has made himself well aware and ascertained the condition of these items whether he inspects them or not. No claim whatsoever on this account shall be admissible by the Government. The mode of measurement shall be same as for the work to executed. tenderers are requested to verify the condition of the materials, any dispute arises at later stage will not be entertained. (c) The items as indicated in Schedule of credit shall be the property of the contractor. The total amount of Schedule of credit shall be deducted from total of Schedule „A' [BOQ] to arrive at Contract Sum. (d) The rates inserted under Column 5 are firm and the contractor shall have no claim what so ever against the department if the actual value of dismantled materials turns out to be different from the cost given by the department. (e) All above materials shall be recorded in MB jointly by Engineer-in -Charge and contractor. (f) No rebate on Schedule of credit shall be accepted. Signature of contractor For Accepting Officer Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysNov 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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