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 Mes Installation (e/m) At Mendhar, Bg And Hamirpur And Repair To Sewage Lines, Septic Tank, Drainage Etc In The Aor Of Age B/r-i Under Ge 881 Ews in Poonch, Jammu & Kashmir, with an estimated contract value of Rs. 30,00,000. The bid opening date for this tender is 20-05-2025 and the last date for bid submission is 09-06-2025. 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
Water Storage And Supply
Eprocure
Opening Date20 May 2025
Closing Soon9 Jun 2025
Tender Amount₹ 30,00,000
Costs
EMD
₹ 60,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_709132_1Tender No
GE/PNH-18/2025-26Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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M&L for preparation of old painted steel surfaces/CGI/PGI sheets of any description not otherwise described, over 10cm width or girth and applying one coat of synthetic enamel paint in camouflage pattern, complete all as specified and directed.
250
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Dismantling of wall and ceiling boards (fibre, pulp, insulation etc) any thickness including cover fillets complete all as specified and directed.
210
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S&F anodised aluminium snap grid frame work for false ceiling of size 605 x 605mm complete all as specified and directed.
210
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S&F hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long complete all as specified and directed.
210
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M&L for 6 mm thick non asbestos fibre cement building fixed or laid/inserted to timber/GI/aluminium framework fixed in ceiling with screws complete all as specified and directed.
210
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Demolition of cement concrete (un-reinforced) in ground floors and paving not exceeding 15cm thickness (below or above ground level), complete all as specified and directed.
38
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M&L for PCC 1:5:10 type E-2 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed.
37.5
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M&L for supply, laying, spreading and leveling of sand as in cushion, not exc 25 cm thickness under precast concrete interlocking paver block, complete all as specified and directed.
6.5
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M&L for rubber moulded machine pressed precast concrete interlocking paver block any shape and size confirming to IS-15658-2006 of 80mm thickness M-40 Grade,laid jointed pointed with grey cement and no pigments, complete all as specified and directed by Engr-in-Charge. Note: The sample shall be got approved by GE before bulk procurement & lot shall be got tested independently by the GE.
150
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M&L for rubber moulded machine pressed precast concrete interlocking paver block any shape and size confirming to IS-15658-2006 of 60mm thickness M-35 Grade,laid jointed pointed with grey cement and no pigments, complete all as specified and directed by Engr-in-Charge. Note: The sample shall be got approved by GE before bulk procurement & lot shall be got tested independently by the GE.
110
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M&L for chequered cement concrete tiles with chemical resistant coating of size 300x300x 25mm thick, set & jointed in neat cement slurry in floors and pointed with grey cement mixed with pigments, laid over and including 20mm thick screed bed in CM 1:4, complete all as specified and directed.
370
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Dismantling wrought iron or mild steel work of any description complete all as specified and directed.
3
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Excavation in post holes each not exceeding 0.5 cum getting out, returning, filling in, including spreading, leveling, watering and well ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, in any type of soil, complete all as specified.
40
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M&L for Mild steel work as in hand rails, half round or other stock section or core for wooden hand -rail, straight portion drilled and countrsunk for ballusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screqing etc. wind ties for roof including securing bolts, posts and struts in fencing including cuttings, tops to shapes, as directed, drilling, holes, notching for wire etc. flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting etc. fixed in repairs, and similar work conforming to Fe-250 Gde E-165 complete all as specified and directed.
150
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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,length of bolt 5 to 10 cm long and dia of neck not exc 15 mm complete all as specified and directed.
15
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Dismentling of fancing wire of any type, complete all as specified and directed.
150
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Fixing only chain link fencing including line wire, any mesh size and any type of standards rails straining bolt etc including provision of binding wire complete all as specified and directed.
150
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Supply only chain link MS zink coated 60gm/sqm as per IS 4826 fencing of any mesh size and 3mm dia of wire complete all as specified and directed.
NOTE: This item shall be measured and paid as per actual weight or standard weight as per SSR which ever is less.
70
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S&F framed work such as grills, gratings, etc, with ends of bars shouldered and/or riv-eted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 290 gde E-165 complete all as specified and directed.
100
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M&L for preparation of new untreated surfaces of steel any description over 10 cms width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed.
100
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M&L for 75mm thick PCC 1:3:6 Type C-2 (using 40mm graded crushed stone aggregates) laid in alternate bays (not exceeding 2 sqm each) as in plinth protection, finished the surfaces even & fair without using extra cement and providing joints throughout the thickness of plinth protection, filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight complete all as specified and directed.
25
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Dismantling of stone slabs and tiles of any description or thickness in floors, aprons etc. complete all as specified and directed by Engineer-in-Charge.
10
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M&L for 20mm thick granite (of approved type colour) work (table rubbed & polished) in jambs, pillars, window cills, cooking plateform laid over and including 20mm thick cement screed (1:4) and jointed with grey cement slurry and pointed with white cement (1:2) with admixture of pigment to match the colour of granite stone including cutting and and moulding the edges, complete all as specified and directed.
10
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Supply and fixing retro reflective overhead informatory road signage and boards of size exc 1.08 Sqm and not exc 1.5 Sqm each made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and incapsulated lens type heat activated retro reflective sheeting conforming to type -III of ASTM D-4956-01 as approved by EIC, letters, borders etc as per IRC 67-2001 should be in silver white with blue cover background and with high intensity grade pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class-II of ASTM D-4956-01 and fixing the same to the plate of structural frame work by means of suitable size aluminium alloys rivets or bolts and nuts @ 300 mm c/c all along the periphery as well as in two vertical rows alongwith theft resistant measures incl the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet incl appropriate primig coat. the rate include the cost of rounding of the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position and including taking down of old sign board of any description and complete as per drawing specification and direction of the engineer-in-charge (Structural frame work including M.S plate to be provided separately. Rectangular area of the sheet shall be measured for payment)
8
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Opening of cover(of any description and size) of septic tanks and soakage wells/pits, desludging/dewatering of septic tanks and soakage wells/pits of any size and depth by Manually operated machine (where approach of veh is not feasible)/mechanical pumping (truck mounted) making it fully functional to the entire satisfaction of Engr-in -Charge and removing sludge outside the periphery of defence land at bis own arrangement where sanitary hazards do not take place as per directions/instructions of civil authority and burried in excavated pits and covering the same including refixing covers after cleaning complete all as specified and directed.
Note:- Unit rate quoted by tenderer shall include taking out sludge from line and manholes(liquid/semi liquid/solid) excavtion of borrow pits for dumping sludge, removing including loading/unloading and transportation etc
800
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Cleaning of under ground sewage lines of 100mm/150 mm bore including manholes, CI stacks.gully traps etc. by means of cleaning by roding from manholes to manholes till the cleared/cleaned water running under sewage line and flushing after cleaning, taking out sludge collected in manholes, removing & depositing the same outside the periphery of defence land in the pit at a minimum distance of 50 m from nearby living accn and covering the sludge in pit with earth and finally spraying unslaked lime, dry, around the manholes including taking off and re-fxing cover the manhole pitt, complete all as specified and directed. Note:-Cost of Taking out sludge, transporting of sludge out side the defence land, earth work & deposition in the pit is deemed to be included in the unit rate to be quoted by tenderer.
750
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Cleaning of blocked Water Closet (Indian or European), trap & pipe line upto first manhole manually by Roding and making it fully functional by flushing with water to entire satisfaction of Enginerr-in-charge including removing the deposited sludge/solid/liquid material, outside MD land and burring in borrow pits including covering with fresh mud, complete all as specified and directed by Engineer-in-charge.
Note:-Cost of Taking out sludge, transporting of sludge out side the defence land, earth work & deposition in the pit is deemed to be included in the unit rate to be quoted by tenderer.
700
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Demolition or breaking up drain pipe of any size (salt glazed stone ware, AC, PVC or reinforcement concrete) set in cement mortar/concrete complete all as specified and directed.
300
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S&F 150 mm bore reinforced concrete pipes class NP-2 laid in trenches and jointed with collar, complete all as specified and directed by Engr-in-Charge.
300
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Excavation in trenches n.exc 1.50m wide and n.exc 1.50m in depth for foundation etc. and getting out in any type of soil, complete all as specified and directed.
144
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Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm, in any type of soil, complete all as specified and directed.
111
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Removal of excavated material to a distance not exc 50m and depositing where directed at a level not exceeding 1.5mtr above starting point complete all as specified and directed.
33
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M&L for concrete bed to drain pipes including packing under and haunching against the sides of pipes for 150mm bore are laid in PCC (1:4:8) type D-2 (using 40mm graded crushed stone aggregate) & tested, complete all as specified and directed.
280
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Demolition of cement concrete (reinforced) in ground floors and pavings not exc 15 cm thickness (below or abovee ground level) (reinforement cut as required to facilitate demolition), complete all as specified and directed by Engineer-in-Charge.
3
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M&L for precast cement concrete 1:2:4 type B1 (20mm graded crushed stone aggregate) as in landings, cover slab for man holes etc set in cement mortar(1:6), complete all as specified and directed.
3
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S&F TMT bars, 8 mm to dia and over upto 10 mm, cut to length, bent to shape required including cranking, bending spirally or hooping for column, hooking ends and binding with and including mild steel wire(annealed) not less than 0.90mm dia complete all as specified and directed.
100
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Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically described (reinforement cut as required to facilitate demolition), complete all as specified and directed by Engineer-in-Charge.
3
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M&L for cement concrete 1:4:8 type D-2 using 40 mm graded crushed stone aggregate in foundation filling, mass concrete and sub base, complete all as specified and directed.
3
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Demolition of brick or stone masonry, built in cement mortar including all quoins, arches, pillars etc but excluding ashlars facings, dressed stone work, complete all as specified and directed.
65
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M&L for Walling of random rubble stone masonry brought upto course, well bonded, bedded and solidly hearted, built in cement mortar (1:6), complete all as specified and directed.
50
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All as per Srl item No. 43 above, but except stone complete all as specified and directed.
10
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M&L for brick work with sub class ‘B’ bricks straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6, complete all as specified and directed.
5
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Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surface not exceeding 40mm to face stones (lime and sand stone) and dressing of face beds and joints, complete all as specified and directed.
20
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M&L for cement concrete (1:2:4) type-B-1 (using 20mm graded stone crushed aggregate) as in lintels upto 1.5 metre clear span, cills, steps, siesmic and other similar bands, plinth courses, string courses, lacing courses, parapets and railing upto 60cm height, copings, bed block, kneelers, apex stones, bed plates, roof kerbs round or chamfered on edges, water troughs, in edging of path (interlocking paver) and the like including weathering, slightly rounded or chamfered angles and throatings etc.including necessary form work complete all as specified and directed by Engineer-in-Charge.
3
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Taking down cement plastering on lathing (other than wire netting) without removing lathing complete all as specified and directed.
200
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M&L for 15mm thick rendering in CM 1:4 on other than fair faces of brick or stone masonry surfaces & finishing the surface even and smooth without using extra cement, complete all as specified and directed.
200
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Removing spot blockage of WC/Nahani trap / gully trap including cleaning of sewage line / manholes up to and including 1st manholes and disposal of material obtaining from cleaning to a distance n. exc 200 m complete all as specified and directed. Note : Users requisition slip alongwith completion shall be produced alongwith the RAR for making payment.
240
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S&F in repair PVC (SWR) pipes 75mm dia any length single socketed with rubber ring joint laid in trenches/floors or fixed to wall, complete all as specified and directed.
60
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S&F in repair PVC (SWR) pipes 110mm dia any length single socketed with rubber ring joint laid in trenches/floors or fixed to wall, complete all as specified and directed.
60
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S&F in repair PVC (SWR) bends any radius 75mm bore diminishing pieces or tapers, complete all as specified.
2
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S&F in repair PVC (SWR) bends any radius 110mm bore diminishing pieces or tapers, complete all as specified.
2
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S&F in repair PVC(SWR) branch piece, double (double Y) equal or unequal 75mm bore, complete all as specified and directed.
2
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S&F in repair PVC(SWR) branch piece, double (double Y) equal or un equal 110mm bore, complete all as specified and directed.
2
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S&F PVC (SWR) floor trap of 75mm dia of outlet, plain with grating including jointing with solvent cement fixed in repair, complete all as specified.
2
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M&L for Soakage Well 1.2m dia X 3.1 m effective depth with foundation in PCC 1:3:6 walls of honeycombed masonary with top ring of M25 concrete bedding including intercepting chamber and screen chamber made of brick masonary in CM 1:4, RCC cover slab M25/ SFRC cover interconneting pipes of RCC/ DWC complete all as shown in drawing No. CE/TD-1585/2021 sheet 1/4 to 4/4 and as specified and directed.
4
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M&L for on site LLDPE septic tank for 30 users designed to carry sewage and sullage water, incl excavation in any type of soil, with 100 mm thick PCC in 1:4:8 in foundation, vent shaft, all required connections etc including dismentling taking out of existing deteriorated/degraded septic tank and disposed off the same outside defence land, complete all as specified and as directed.
2
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S&F in repair 40 mm dia low density polyethylene pipes (LDPE) with fitting of pressure rating 6 kg/sqcm fixed to wall ceiling or in floors incl necessary fittings, complete all as specified and directed by Engr-in-Charge.
5
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