Military Engineer Services Tender
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The MES has issued a formal invitation for competitive bids for the Military Engineer Services project, for Repair To Boundary Wall, Retaining Wall, Path, Fencing At 7c And 7d Area At Mil Station Pithoragarh in Pithoragarh, Uttarakhand, with an estimated contract value of Rs. 28,00,000. The bid opening date for this tender is 26-05-2025 and the last date for bid submission is 16-06-2025. Interested bidders for Military Engineer Services tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date26 May 2025
Closing Date16 Jun 2025
Tender Amount₹ 28,00,000
Costs
EMD
₹ 56,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_710478_1Tender No
8688/PGH/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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M & L for walling (Except stone) of random rubble, uncoursed well bonded, bedded and solidly hearted, built in Cement Mortar 1:6 and complete all as specified and directed.
135
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Demolition for Brickwork or stone/ boulder masonry laid dry complete all as specified and directed.
6
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M & L for walling of random rubble, uncoursed, well bonded, laid dry in retaining walls, abutments and similar work complete all as specified and directed.
2
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M & L walling (Except stone) of random rubble, uncoursed, well bonded, laid dry in retaining walls, abutments and similar work complete all as specified and directed.
4
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Hand packing (any thickness) at back of walls with broken stone or boulders and raising (or lowering) to the required level complete all as specified and directed.
28
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M & L for providing cement concrete type B1 ( 1:2:4) using 20 mm graded stone aggregate, as in coping ,(50 mm thick ) bed blocks including necessary form work and incl demolition complete all as specified and directed
3
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M & L for providing precast cement concrete bonders (for stone walling) type B1 (1:2:4) using 20 mm graded stone aggregate, set in cm 1:6 complete all as specified and directed.
3
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M&L for raised pointing to randam polygonal rubble, uncoursed or brought upto courses in Cement mortar (1:4) complete all as specified and directed.
40
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Raking out joints/pointing built in cement mortar to random rubble or polygonal rubble uncoursed or brought up to courses, washing the joints and removing rubbish off the premises complete.
28
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Taking down cement plaster on brick walls incl. raking out joints, hacking for key, scrubbing down with water etc.
200
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-
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S&F in repair 75mm bore PVC(SWR) pipes single socketed for weep holes , in any length with rubber ring joints,as in weep holes complete all as specified and directed.
50
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M & L for precast cement concrete Block Masonary with solid blocks type C1 1:3:6 20mm graded stone aggregate exc 10cm in width and setting in CM 1:6 complete work all as specified and directed .
22
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M & L for precast cement concrete Block Masonary (except block) and setting in CM 1:6 complete all as specified and directed .
12
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M&L for brick work with sub class `B' bricks straight or curved on plan exc 6m mean radius built in CM (1:6) including complete all as specified
5
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M & L cement concrete type D-2 1:4:8 (40mm graded stone aggregate) in foundation filling and mass concrete complete incl demolition all as specified and directed .
12.48
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M & L cement concrete type C2 1:3:6 (40mm graded stone aggregate) in surface channels and drain complete all as specified incl demolition and directed .
6
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M & L for rendering 15 mm thick on brick work or concrete surfaces in CM 1:4 on fair faces of brick work or concrete surfaces finished even and smooth (without using extra cement) complete all as specified & directed.
200
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Dismantling fencing wire mesh, any type complete all as specified.
180
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Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground complete all as specified.
72
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Excavating in post holes (or similar holes) in solf and loose soil each n exc 0.5cu. m, getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, ®complete all as specified and as directed
40
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S&F MS angle iron as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 ® complete all as specified and as directed.
558.6
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S&F 5 to 10mm diameter of neck 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 hexagonal or square washers and one nut length of bolt exc 10cm and n. exc. 15 cm long, complete all as specified and directed.
185.1
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Supply only 10mm dia & over mild steel round/TMT bar conforming to Fe-410 or Fe-310-0 as in tie bars for chain link fencing including necessary fabrication, cutting to length bending to shape as required, etc complete all as specified and directed.
100
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Supply for Chain link MS galvanisd fencing any size or type including line wire straining boldts etc rails & binding wire complete.
540
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Fixing 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
180
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M&L for 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 straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc complete all as specified and as directed (each line wire to be measured)
6
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M&L for two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer on newly untreated steel surfaces of any description, over 10cm in width or girth,not otherwise described including preparation of surfaces complete all as specified and directed.
22.4
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M&L for two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer on newly untreated steel surfaces of any description, not over 10cm in width or girth,not otherwise described including preparation of surfaces complete all as specified and directed.
0.5
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-
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M&L for 75 mm thick PCC 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in sub base of floors etc incl demolition, complete all as specified and directed.
600
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M & L for non skid tiles, exterior grade, pattern of size 300x300mm, 8-10mm thick set and jointed in neat cement slurry and pointed in white/ coloured cement to match the shade as in floor over and including 15mm thick cement screed bed in CM 1:4 and dismantling of existing tiles complete all as specified and as directed.
300
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Dismantling of Stone slabs and tiles of any description or thickness in floors, aprons etc.
30
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M& L for providing precast cement concrete rubber moulded coloured interlocking tiles/cobble stone 60 mm thick with grey cement and pigment of approved design and pattern complete all as specified and directed
200
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M&L for refixing of interlocking paver blocks incl dismantling complete all as specified and directed.
100
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M&L for sand filling under floors or in foundation including watering and consolidation complete all as specified and direceted.
7.5
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Preparing of New plastered surfaces of walls and applying two coat of white wash on walls including cornices etc complete all as specified and directed
100
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M & L for precast concrete Kerb Stones factory made as in repairs of type B1, 1 : 2 : 4 (20mm graded stone aggregate) 10 to 15 cm thick and and setting in CM 1 : 6 including taking out existing broken stone with necessary excavation etc complete all as specified and directed.
2.5
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Cleaning of blockage of weep holes of any type or any size in retaining walls by way of rodding and removal / clearing of mud, vegetation growth with rodding up to extreme end and making good the shape and size of weep hole with cement mortar in CM 1:4 complete all as specified and directed by Engineer-in-Charge
2
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M&L for 75 mm thick PCC 1:2:4 type -B2 using 40 mm graded stone aggregate as in floors etc, fair finished surfaces without using extra cement and incl demolition complete all as specified and directed.
50
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Forming Contraction (Dummy) joints 100mm deep x 10mm wide, filled with sealing compound grade A complete all as specified and as directed.
1
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Excavation in trenches ,n exc 1.5m wide and n exc 1.5mtr in depth for foundation etc or for shafts ,well cesspts ,manholes etc n exc 10sqm on plan and n exc 1.5mtr in depth and getting out in Hard/dense soil complete all as specified and directed.
5
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Excavation in trenches ,n exc 1.5m wide and exc 1.5mtr but n.exc 3.00m in depth for foundation etc or for shafts ,well cesspts ,manholes etc n exc 10sqm on plan and getting out in Hard/dense soil complete all as specified and directed.
3
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Returning filling including spreading, levelling, watering and well ramming in layers n exc. 25cm (hard/dense soil).
6
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Removing excavated material (soils) n .exc 50 m and depositing, where directed at a level n. exc 1.5 m above the starting point complete all as specified and as directed.
2.5
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M & L for 150mm bore dia Reinforced concrete pipes, class NP2, laid and jointed with collars including demolition and breaking up of drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar any dia over Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 complete all as specified and as directed.
5
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M & L for 300mm bore dia Reinforced concrete pipes, class NP2, laid and jointed with collars including demolition and breaking up of drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar any dia over Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 complete all as specified and as directed.
2
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M&L for Washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings .complete all as specified
2
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M&L Rendering 15 mm thick in two layers consisting of first layer 10 mm in CM 1:6 and top layer 05 mm thick in CM (1:4) plastering on stone masonry surface INCLUDING FILLING ALL THE GAPS BETWWEN THE STONES and rendering is to be finished even and smooth w/o using extra cement.
20
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M&L for preparation of new plastered or un plastered surfaces of wall and applying two coats of cement base paint complete all as specified and directed.
100
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M & L for preparation of old decorated surfaces of walls and applying one coat of exterior weather proof acrylic emulsion paint complete all as specified.
50
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M&L for preparation of new surface of kerb stones and applying two coat of exterior emulsion paint 1st quality with one coat of putty complete all as specified and directed.
20
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