Military Engineer Services Tender
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Costs
EMD
₹ 96,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_694863_1Tender No
GE(N)/AMB-66/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Material and labour for vibratory rubber moulded coloured precast concrete interlocking paver block, square shape and size not less than 200 mm x 200 mm conforming to IS 15658-2006, ISI marked of 60 mm thickness, grade M-35 with grey cement over and including a layer of sand cushioning, 25 mm thick complete all as specified and as directed by the Engineer-in-Charge.
800
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Material and labour machine pressed rubber moulded coloured precast concrete interlocking paver block, square shape and size not less than 200 mm x 200 mm conforming to IS 15658–2006 of 60 mm thickness, grade M–35 with grey cement and pigments ( Red/yellow/black) over and including a layer of sand cushioning, 25 mm thick, complete, all as specified and as directed by the Engineer–in–Charge.
200
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Material and labour for providing PCC (1:4:8) Type D2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete, complete all as specified and as directed by the Engineer-in-Charge.
105
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Material and labour for 75 mm thick PCC 1:2:4, Type B–2 (using 40 mm graded crushed stone aggregate) as in path/floor provided with joints at every 1.50 metre interval, finishing cement concrete surface even and smooth using extra cement laid in panels complete all as specified and as directed by engineer–in–charge.
50
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Supply and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage complete all as specified and as directed by the Engineer-in-Charge.
28.8
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Dismantling of floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and as directed by the Engineer-in-Charge.
500
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Material and labour for 25 mm thick PCC (1:2:4), type B0 as in sub base of floor (using 12.50mm graded crushed stone aggregate), finished even & fair without using extra cement, complete all as specified and as directed by the Engineer-in-Charge.
Note- This item shall not be executed in the location, where dismantling of tiles work carried out under item No. 09 here in before have been done.
200
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Material and labour for 8-10mm thick heavy duty (Digital) vitrified paver tiles of size 300 x 300mm in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed in cement mortar (1:4), complete all as specified and as directed by the Engineer-in-Charge.
300
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Material and labour for 10mm thick full body vitrified coloured paver tiles (Techstone series) of size 600 x 600mm in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed in cement mortar (1:4) , complete all as specified and as directed by the Engineer-in-Charge.
200
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Rough excavation not exceeding 1.5 metre deep from drain and getting out in soft/loose soil and removing of spoil upto a distance of 100mtr complete, all as specified and as directed by the Engineer-in-Charge.
150
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Dismantling of brick work built in cement mortar or cement lime mortar including all quoins, arches, pillar, etc. but excluding ashlar facing, dressed stone work and precast concrete articles, complete all as specified and as directed by the Engineer-in-Charge.
149
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Material and labour for brick work with sub class 'B' old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar (1:6), complete all as specified and as directed by the Engineer-in-Charge.
Note- Contractor shall note that brick work shall be carried out in foul condition/drain work/manhole, etc.
60
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All as per serial No. 15 here in before but except bricks (the old serviceable bricks as obtained from serial item No 14 here in before shall be used the rates includes removing motar, cleaning the bricks with water, etc), complete, all as specified and as directed by the Engineer-in-Charge.
20
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Material and labour for brick work with sub class B bricks old size bricks, straight or curved on plan any radius in cement mortar (1:4) in half brick thick wall, complete all as specified and as directed by the Engineer-in-Charge.
600
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Material and labour for flush pointing to brick walls in cement mortar (1:4), complete, all as specified and as directed by the Engineer-in-Charge
60
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Material and labour for plain cement concrete (1:3:6), type C-1 (using 20mm graded mechanically crushed stone aggregate), as in surface channels and drains complete, all as specified and as directed by the Engineer-in-Charge.
15
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Material and labour for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, mould, mitred/ stopped end etc complete, all as specified and as directed by the Engineer-in-Charge.
120
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Material and labour PCC (1:4:8), type D–2 using 40 mm graded crushed stone aggregate as in foundation, filling and mass–concrete and like, complete, all as specified and as directed by the Engineer-in-Charge.
3
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Demolition reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut to facilitate demolition), complete, all as specified and as directed by the Engineer-in-Charge.
9
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Material and labour providing, reinforced cement concrete M-25 (design Mix) using 20mm graded crushed stone aggregate in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates water troughs and the like including weathering, slightly rounded or chamfered angles and throating rounded or chamfered on edges, complete, all as specified and as directed by the Engineer-in-Charge.
3
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Material and labour for reinforced cement concrete M-25 (design Mix) using 20mm graded crushed stone aggregate as in floors, roofs slabs (culvert slab) supported on walls, beams and like complete, all as specified and as directed by the Engineer-in-Charge.
6
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Material and labour for reinforced cement concrete M-25 (design Mix) using 20mm graded crushed stone aggregate as in foundation, footing, foundation beams, plinth beams, and mass concrete complete, all as specified and as directed by the Engineer-in-Charge.
1
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Material and labour for reinforced cement concrete M-25 (design Mix) using 20mm graded crushed stone aggregates as in columns, pillars, posts, etc. and the like, complete, all as specified and as directed by the Engineer-in-Charge.
1
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Material and labour for TMT steel bars 10mm dia and over cut to length, bent to shape reqd incl 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 as directed by the Engineer-in-Charge.
1100
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Material and labour for TMT steel bars 5mm dia and over up to and including 10mm dia in stirrups, spacers etc, cut to length, bent to shape reqd incl 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 as directed by the Engineer-in-Charge.
50
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Taking down cement or cement lime plaster of any description on brick or stone walls etc including racking out joints, hacking for key scrubbing down with water etc complete all as specified and as directed by the Engineer–in–Charge.
400
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M&L rough cast plaster complete as specified in SSR Part–I, clause 14.22 shall consisting of following:– firstly apply 10mm thick under coat using ready mix mortar while still it is in plastic state the rough cast mixture consisting of crushed stone or fine gravel agg. which is generally of size between 6 to 12 mm depending on texture required mixed with coarse sand and cement in the ratio 1:1:1 shall be applied, complete all as specified and as directed by the Engineer–in–Charge.
300
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Material and labour for 12 mm thick rendering or plastering using polymer modified ready mix plaster of fine grade Portland cement, graded sand and polymer with water soluble additives as per manufacture's specifications of approved make, on any faces of brick work or concrete wall surfaces and finished even and smooth without using extra cement, complete, all as specified and as directed by the Engineer–in charge. Make:- Smart care ready mix plaster of Asian paint or equivalent in Berger/Ultra tech/Pidilite
500
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Material and labour for 12 mm thick rendering or plastering using polymer modified ready mix plaster mortar in narrow widths of fine grade Portland cement, graded sand and polymer with water soluble additives as per manufacture's specifications of approved make, on any faces of brick work or concrete wall surfaces and finished even and smooth without using extra cement, complete, all as specified and as directed by the Engineer–in charge. Make:- Smart care ready mix plaster of Asian paint or equivalent in Berger/Ultra tech/Pidilite
100
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Material and labour for preparation of new plastered /concrete surface of wall applying of two coats of cement base paint over a coat chalk whitening complete all as specified and directed.
800
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Material and labour for preparation of new plaster surface on walls and applying three coats of white or colour wash, complete, all as specified and as directed by the Engineer-in-Charge.
100
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Dismantling structural steel work including doors, gates, but excluding framed trusses etc complete all as specified and as directed by the Engr–in–Charge.
4
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Material and labour for rolled mild steel framed work as in door or gates (ornamental and intricate design of door) of angle or other section with gusset plates, rails, braces etc. complete drilled for fixing of steel sheeting or other covering, doors, etc to be prepared for hanging or sliding with and including either hooks and hinges and steel hanging door fitting (exclusive of steel sheeting or other covering, running rails and guides) and hanging also fastening and fixing conforming to Fe–410 (Gde E–250) quality 'A' complete all as specified and as directed by the Engineer–in–Charge.
400
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Material and labour for preparation of new steel and iron surfaces of any description, not otherwise dscribed, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by the Engineer–in–Charge.
50
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Material and labour for for preparation old steel and iron surfaces (gates & angle iron posts) of any description, not otherwise described, over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed by the Engineer–in–Charge.
350
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Material and labour for 16mm to 18 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms, gate pillars 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 and including 15mm thick screed bed in cement mortar 1:6 complete, all as specified and as directed by the Engineer-in-Charge.
10
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Demolition and breaking up SWG/RCC NP-2 drain pipes of internal dia 150 mm set in cement mortar, including bedding and hunching, complete all as specified and as directed by the Engineer–in–Charge.
250
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Demolition and breaking up SWG/RCC NP-2 drain pipes of internal dia 200 mm set in cement mortar, including bedding and hunching, complete, all as specified and as directed by the Engineer–in–Charge.
50
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Demolition and breaking up SWG/RCC NP-2 drain pipes of internal dia 300 mm set in cement mortar, including bedding and hunching, complete, all as specified and as directed by the Engineer–in–Charge.
50
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Supply, laying, Jointing and testing in trenches, 150mm bore, reinforced cement concrete hume pipe, class NP-2, complete, with collars, complete, all as specified and as directed by the Engineer–in–Charge.
250
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Supply, laying, Jointing and testing in trenches, 200mm bore, reinforced cement concrete hume pipe, class NP-2, complete, with collars all as specified and as directed by the Engineer-in-Charge.
50
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Supply, laying, Jointing and testing in trenches, 300mm bore, reinforced cement concrete hume pipe, class NP-2, complete, with collars all as specified and as directed by the Engineer-in-Charge.
50
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Material and labour for concrete bed in PCC 1:3:6 type C2 using 20 mm graded crushed stone aggregate to drain pipes including packing under and haunching against the sides of pipes, after they are laid and tested for 150 mm dia (internal) pipes complete all as specified and as directed by the Engineer-in-Charge. (Pipes shall be measured & paid separately).
250
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Material and labour for concrete bed in PCC (1:3:6) type C2 using 20 mm graded crushed stone aggregate to drain pipes including packing under and haunching against the sides of pipes, after they are laid and tested for 200 mm dia (internal) pipes, complete all as specified and as directed by the Engineer-in-Charge. (Pipes shall be measured & paid separately).
50
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Material and labour for concrete bed in PCC (1:3:6) type C2 using 20 mm graded crushed stone aggregate to drain pipes including packing under and haunching against the sides of pipes, after they are laid and tested for 300 mm dia (internal) pipes, complete all as specified and as directed by the Engineer-in-Charge. (Pipes shall be measured & paid separately).
50
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Cutting into existing manhole 150mm dia (Intenal bore) for connection new drain, making good to pipe and rendering, cutting out existing benching for and forming branch channel in plain cement concrete (1:2:4), type B2, using 40 mm graded stone aggregate, smooth finished and reforming benching as required, complete, all as specified and as directed by the Engineer-in-Charge.
10
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Cutting into existing manhole 200mm dia ( Inernal bore) for connection new drain, making good to pipe and rendering, cutting out existing benching for and forming branch channel in plain cement concrete 1:2:4 type B2 using 40 mm graded stone aggregate, smooth finished and reforming benching as required, complete, all as specified and as directed by the Engineer-in-Charge.
5
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Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth for foundation etc or for shafts, wells, manholes etc. not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed by the Engineer-in-Charge.
304.5
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Returning, filling in, including spreading, levlling ,watering and well ramming in layers not exceeding 25cm thick , each layer, complete all as specified and as directed by the Engineer-in-Charge.
274.05
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Removing surplus excavated material to a distance exceeding 250m but not exceeding 500m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed by the Engineer-in-Charge.
30.45
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Material and labour for Plain cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate in benching/ coping including necessary form work mould and finished exposed surfaces even and smooth , complete all as specified and as directed by the Engineer-in-Charge.
2
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Cleaning of sewage line/manhole blockages (including WC,Urinal,Kitchen and bathrooms) systematically using necessary tools mechanically and /or manually such as by rodding,bamboo fanti and disc of required size (with saftey measure gas etc) flushing the pipe well with water till clear the flow of sewage from both side between two adjacent manholes/gully traps or WC/NT of any size or depth,taking out sludge in semi liquid stage/roots of tree etc including all water effluences etc and removing all materials from the site of work upto distance not exceeding 50m and depositing in earth pit of suitable size including supply and sprinkling bleaching powder and covering sludge with earth after removal of blockage etc complete all as directed.
Note:-1.These complaints are to be attended on day to day basis with sufficient manpower and tools as approved and directed by Engr-in charge
300
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Taking out [desilting] silt, bricks bats, debris, liquid waste, sludge in solid / semisolid state from the manholes of depth not exceeding 1.50 meter including pumping out sludge wherever necessary, slugging, diverting the flow in the drain, if necessary and staking the removed silt/sludge in deposit away from the edge of manholes as directed including use of safety belt, dry cells torch for lighting in side the man hole and taking similar safety measures and removing the sludge to a distance exceeding 250 m but not exceeding 500 m and cleaning the manholes with clean water etc complete all as specified and as directed by the Engineer-in-Charge.
285
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Cleaning of blocked sewage lines 100mm dia bore systematically using necessary tools mechanically and /or manually such as by rodding, passing rop knots, bamboo fanti and disc of required size (with safety measure such as dirt and gas etc), flushing the pipe well with water till clear flow of sewage from both side between two adjacent manhole/gully traps of any depth, taking out sludge in semi liquid stage including all water effluences etc and removing all materials from site of work upto a distance not exceeding 50m and depositing in earth pit of suitable size including supply and sprinkling bleaching powder and covering sludge with earth after removal of blockage etc complete all as directed by Engineer in-Charge.
200
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Cleaning of blocked sewage lines 150mm dia bore systematically using necessary tools mechanically and /or manually such as by rodding, passing rop knots, bamboo fanti and disc of required size (with safety measure such as dirt and gas etc), flushing the pipe well with water till clear flow of sewage from both side between two adjacent manhole/gully traps of any depth, taking out sludge in semi liquid stage including all water effluences etc and removing all materials from site of work upto a distance not exceeding 50m and depositing in earth pit of suitable size including supply and sprinkling bleaching powder and covering sludge with earth after removal of blockage etc complete all as directed by Engineer in-Charge.
500
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Bailing out water from existing septic tank 10 to 25 users including inspection chamber and getting out sludge and other accumulated materials complete by mannually or using the machinery for work in foul position or in liquid mud all as directed by Engineer -In - Charge including refilling the water all as directed for following capacity :-
2
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Bailing out water from existing septic tank 25 to 50 users including inspection chamber and getting out sludge and other accumulated materials complete by mannually or using the machinery for work in foul position or in liquid mud all as directed by Engineer -In - Charge including refilling the water all as directed for following capacity :-
1
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Note:- Amount of credit of Rs. 79,000.00 for retrieved materials is mentioned in Schedule of Credit Page No. 111 of tender documents in pdf form which will be deducted offline while acceptance of tender.
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