Defence Statutory Bodies & Commissions/Committees Closing in 20 days TDR #56446512

Tender For Repair To Drain, Path, Culvert, Compound Wall, Paver Block, Fencing, Steel Gate, Hardstanding, Cover Slab, Including Cleaning Of Manholes, Septic Tank And Misc Work Services At Mcmm Under Ge (East) Jabalpur

Issued by Statutory Bodies & Commissions/Committees · Jabalpur, Madhya Pradesh
Tender Value
49 Lakhs
Estimated cost
Bid Submission
04 Aug 2026
20 days left
EMD
98000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Jabalpur → Madhya Pradesh
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Repair To Drain, Path, Culvert, Compound Wall, Paver Block, Fencing, Steel Gate, Hardstanding, Cover Slab, Including Cleaning Of Manholes, Septic Tank And Misc Work Services At Mcmm Under Ge (East) Jabalpur

BOQ

Name of Work:- REPAIR TO DRAIN, PATH, CULVERT, COMPOUND WALL, PAVER BLOCK, FENCING, STEEL GATE, HARDSTANDING, COVER SLAB, INCLUDING CLEANING OF MANHOLES, SEPTIC TANK AND MISC WORK SERVICES AT MCMM UNDER GE (EAST) JABALPUR
Sl. No. Item Description
1Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground complete all all as specified and directed.
2Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.
3M&L for MS, conforming to Fe 290 Gde E-165, framed work such 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 MS 'C' channel, angle iron, MS plate, Nut & Bolt etc for water tanks and similar work complete all as specified and directed.
4M&L for Mild Steel, conforming to Fe 410-W (Gde- E- 250) quality-A, framed work as in doors or gates (Ornamental/ Design type ) of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering in Doors, etc. to be prepared for hanging or sliding with and including either hooks and pintle hinge or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; including erection and fabrication also fastening and fixing complete all as specified and directed.
5M&L for MS, conforming to Fe 410-0 or Fe 310-0, 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/welding, etc., and similar work complete all as specified and directed.
6Dismantling fencing wire mesh/chain link any type and any size complete all as sepcified and directed.
7Supply only chain link MS galvanised fencing, any size or type complete all as specified and as directed.
8Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and directed.
9Excavating in post holes or single holes each n. exc 0.5 cum getting out returning filling in and ramming earth or broken rubble mixed with earth around in layers n. exc. 25 cm watering and removing surplus soil to a distance n. exc 50 m and making good surface of any type of soil complete all as specified and directed.
10M&L for cement concrete 1:3:6, type C2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.
11M&L for cement concrete 1:2:4, type B2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.
12Demolition of brick work or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc., but excluding ashlar facings, dressed stonework & precast concrete articles complete all as specified and directed.
13M&L for brick work with old size fly ash bricks straight or curved on plan exc. 6m mean radius and setting in cement mortar 1:6 etc. complete all as specified as directed.
14M&L except brick work with old size sub class 'B' bricks straight or curved on plan exc 6 m mean radius obtianed from the demolition and built in CM 1:6 complete all as specified and directed.
15Demolition of reinforced concrete of any description and in any position not otherwise specifically provided for complete all as sepecified and directed.
16Excavating 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 sqm on plan and getting out in any type of soil complete all as specified and directed.
17Excavating in trenches, not exceeding 1.5 metre wide & depth exceeding 1.5 metre & not exceeding 3.0 metre; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan & getting out in any type of soil complete all as specified & directed.
18Returning filling in including, spreading, levelling watering and well ramming in layers n. exc 25 cm thick complete all as specified and directed.
19Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed complete all as specified and directed.
20M&L for cement concrete 1:4:8, type D2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.
21Use and waste of form work to sides of concrete foundations, 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.
22M&L for RCC nominal mix 1:2:4 type B-1 (20 mm graded stone aggregate) as in foundation, including rafts, footings, foundation beams, plinth beams bases for column etc basement slabs under reamed piles and mass concrete complete all as specified and directed.
23Use and waste of form work to sides of pillars, posts, struts, piers, columns and stanchians to rough finished surfaces of concrete complete all as specified and directed.
24M&L for RCC nominal mix 1:2:4 type B-1 (20 mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and directed.
25Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc rough finished surfaces of concrete completed all as specified and directed.
26M&L RCC 1:2:4 nominal mix type B-1 (using 20 mm graded stone aggregate) as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.
27M&L TMT bars 10 mm dia and over cut to length, bent to shape required incliding cranking, bending spirally for hooking ends and binding with and including mild steel (annealed) wire not less than 0.90 mm dia complete all as specified and directed.
28All as per Item No 27 here-in-before but 8 mm dia and above upto 10 mm dia as in stirrups, spacers and binders complete all as specified and directed.
29M&L for providing precast RCC jallies type B-0 (1:2:4) (12.5mm graded aggregate) as in louvers and jallies, 50mm thick (measured solid) set CM 1:4, including all mouldings but excluding frame complete all as specified and directed. (Steel TMT bars shall be measured and paid seperately)
30M&L PCC (1:2:4) type B-1 (20mm graded aggregate) as in kerbs/coping and the like including weathering, slightly rounded or chamfered angles and throating, including formwork complete all as specified and directed
31M&L for cement concrete 1:3:6 type C-2 using 40 mm graded stone aggregate as in surface channels and drains complete all as specified and directed.
32Extra for forming fair finished drain or channel not exc 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed.
33Add or Deduct for each 25mm girth or part thereof over or under 30 cm inner girth in cement concrete using extra cement including forms, moulds, mitred / stoppe ends etc complete all as as specified and directed
34M&L for providing precast cement concrete 1:2:4 type B-1 using 20 mm stone aggregate as in cover slabs (any type) and similar work round square or rectangular in shape and set in CM 1:4 complete all as specified and directed.
35S&F in repairs Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining 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. as directed each line wire to be measured) complete all as specified and directed.
36M&L for mild steel bolt machine made with hexagonal or square heads at one end and screwed the other or screwed both ends each screwed and to be fitted with washers and one hexagone or square but length of bolt exc 5 cm but not exceeding 10cm long, dia shall be of 5 to 10mm complete all as specified and directed.
37M&L for preparing new steel surfaces and applying two coats of synthetic enameled paint over a red oxide primer exc 10 cm width or girth complete all as specified and directed.
38M&L for painting to steel and iron surfaces of any description, over 10 cm width or girth, not otherwise described with two coats of black bituminous paint over a coat of red oxide primer including preparation of surfaces complete all as specified and directed.
39Demolition of cement concrete (un reinforced) in ground floor and pavings n.exc 15cm thickness (below or above GL) complete all as specified and directed.
40M&L for PCC 1:4:8 type D2, 75mm thick using 40mm graded aggregate as in sub base complete all as specified and directed.
41M&L for PCC 1:2:4 type B1, 100mm thick using 20mm graded aggregate as in floor/sub base and finish the surface even and smooth without using extra cement complete all as specified and directed.
42M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.
43M&L 80 mm thick factory made rubber made glossy finish machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of M-40 grade complete all as specified and directed.
44M&L 60 mm thick factory made rubber moulded glossy finish machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of M-35 grade complete all as specified and directed.
45S&F factory made rubber moulded glossy finished Chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors over 15 mm thick screed bed in CM 1:6 complete all as specified and directed.
46M&L for cement concrete type B-1, 1:2:4 using 20 mm graded stone aggregate as in path/hard standing surface finished even and fair complete all as specified and directed
47M&L for for forming construction joint 90mm deep x 10mm wide filled with grade 'A' sealing compound complete all as specifed and directed please
48Demolition and breaking up 150 mm internal dia drain pipes (Salt glazed ware, AC or Reinforced concrete) including PCC bedding & hauching set in cement mortar complete all as specified and directed.
49Demolition and breaking up 200 mm internal dia drain pipes (Salt glazed ware, AC or Reinforced concrete) including PCC bedding & hauching set in cement mortar complete all as specified and directed.
50Demolition and breaking up 300 mm internal dia drain pipes (Salt glazed ware, AC or Reinforced concrete) including PCC bedding & hauching set in cement mortar complete all as specified and directed.
51Supply, laying & jointing 150 mm nominal bore (Internal Diameter) DWC (HDPE Double Wall Corrugated) Pipe, socketed & sewage pipe having 6.00 metre length, conforming to IS : 16098 (Part-II) of SN-4 Stiffness with & including necessary jointing materials etc complete all as specified & directed.
52M&L for 150mm dia reinforced cement concrete pipe class NP-2, laid and joionted complete with collars complete all as specified and directed.
53Supply and laying of PVC pipe bearing ISI mark of IS-15328 150 mm bore minimum 4 mm thick including jointing with coupler in trenches or floors complete all as specified and directed.
54Supply, laying & jointing 200 mm nominal bore (Internal Diameter) DWC (HDPE Double Wall Corrugated) Pipe, socketed & sewage pipe having 6.00 metre length, conforming to IS : 16098 (Part-II) of SN-4 Stiffness with & including necessary jointing materials etc. complete all as specified & directed.
55M&L for 200mm dia reinforced cement concrete pipe class NP-2, laid and joionted complete with collars complete all as specified and directed.
56Supply, laying & jointing 300 mm nominal bore (Internal Diameter) DWC (HDPE Double Wall Corrugated) Pipe, socketed & sewage pipe having 6.00 metre length, conforming to IS : 16098 (Part-II) of SN-4 Stiffness with & including necessary jointing materials etc. complete all as specified & directed.
57M&L for 300mm dia reinforced cement concrete pipe CL NP-2 laid and joionted complete with collars complete all as specified and directed.
58Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 150 mm internal dia of pipe. Complete all as specified and directed.
59Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 200 mm internal dia of pipe. Complete all as specified and directed.
60Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 300 mm internal dia of pipe. Complete all as specified and directed.
61M&L for cement concrete bed type C-2, 1:3:6 (using 40 mm graded stone aggregate) to 150 mm bore drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified & directed.
62M&L for cement concrete bed type C-2, 1:3:6 (using 40 mm graded stone aggregate) to 200 mm bore drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified & directed.
63M&L for cement concrete bed type C-2, 1:3:6 (using 40 mm graded stone aggregate) to 300 mm bore drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified & directed.
64S&F Salt glazed stone ware gully traps size 150 x 150 mm, square or round mouthed, type ‘P’ including setting and jointing to drains with cement mortar 1:1 including demolition of existing traps complete all as specified and directed.
65Taking down cement or cement lime plaster, any description on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed.
66M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces of wall in CM 1:4 and to be finished even and smooth (without using extra cement) complete all as specified and directed.
67M&L for rendering 10mm thick in CM 1:6 on conc surfaces finished even and fair without using extra cement complete all as specified and directed.
68M&L for preparation of newly plastered or unplastered brick work or concrete surfaces & applying two coat of cement based paint over & including one coat of alkali resistant priming paint on prepared brick work or concrete surfaces complete all as specified and directed.
69M&L for prepraring newly plastered surfaces of wall and 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 as directed.
70M&L for kerb stone of PCC 1:2:4 type B-1( using 20mm graded stone aggregate) and setting in CM 1:6 complete all as specified and directed. Please Enable Macros to View BoQ information
71M&L for kerb stone of PCC 1:2:4 type B-1( using 20mm graded stone aggregate) and setting in CM 1:6 complete all as specified and directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56446512
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 49 Lakhs
LAST DATE 04-08-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Repair To Drain, Path, Culvert, Compound Wall, Paver Block, Fencing, Steel Gate, Hardstanding, Cover Slab, Including Cleaning Of Manholes, Septic Tank And Misc Work Services At Mcmm Under Ge (East) Jabalpur
Basic Detail
Tender No 8896/E8
Bidding Type Tender
Location
City Jabalpur
State Madhya Pradesh
Key Dates
Publish Date 14 Jul 2026
Submission Date 04 Aug 2026
Open Date 10 Aug 2026
Finance
Tender Value 49 Lakhs
Tender Fee 500
EMD 98000
Exemption Available
Document List
a822bc26-debc-4cdd-945d-0f28f46e8eaa.html
BOQ_871741.xls
TENDER8896.pdf
Tendernotice_1 (6).pdf

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Tender Timeline

Jul 14, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 04, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 20 days
Aug 10, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 26 days

Tender Documents

Download All (ZIP) ↓
html

a822bc26-debc-4cdd-945d-0f28f46e8eaa.html

xls

BOQ_871741.xls

pdf

TENDER8896.pdf

pdf

Tendernotice_1 (6).pdf

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