Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Road Construction
Eprocure
Opening Date9 Jan 2025
Closing Date6 Feb 2025
Tender Amount₹ 87,90,000
Costs
EMD
₹ 1,56,850Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_688589_1Tender No
82505/E8Tender 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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Excavation over areas depth exceeding 1.5m but not exceeding 3 m in depth and getting out in Hard rock complete all as specified and as directed.
14.25
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Excavation over areas depth exceeding 3m but not exceeding 4.5 m in depth and getting out in Hard / dense soil complete all as specified and as directed.
12
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Excavation over areas depth exceeding 3m but not exceeding 4.5 m in depth and getting out in Hard rock complete all as specified and as directed.
45
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Excavation over areas depth exceeding 4.5m but not exceeding 6 m in depth and getting out in Hard /dense soil complete all as specified and as directed.
9
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Excavation over areas depth exceeding 4.5m but not exceeding 6 m in depth and getting out in Hard rock complete all as specified and as directed.
3
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Excavation over areas depth exceeding 6m but not exceeding 7.5 m in depth and getting out in Hard /dense soil complete all as specified and as directed.
5.6
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Excavation over areas depth exceeding 4.5m but not exceeding 6 m in depth and getting out in Hard rock complete all as specified and as directed.
5.6
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming.
124.67
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M & L for Bringing approved granular soil from outside MOD land of distance n.exc 20 km and laying complete all as specified and as directed.
200
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Removal of excavated material [rock] to a distance exceeding 1.5 Km and not exceeding 5.00Km and depositing where directed complete all as specified and as directed.
146.69
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M & L for PCC 1:3:6, Type C-2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed.
54.58
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M & L for RCC M-30 design mix, using 20mm graded stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases for columns etc complete all as specified and as directed.
33.88
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M & L for RCC M-30 Design Mix, using 20mm graded stone aggregate as in Walls, Retaining Walls, Basement Walls, Ballast Walls and the like, any thickness above top of footings including attached pilasters and buttresses etc complete all as specified.
28.88
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M & L for RCC M-30 design mix, using 20mm graded stone aggregate as in footings and grid beams etc complete all as specified and as directed.
9.43
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M & L for RCC M-30 Design Mix, using 20mm graded stone aggregate as in Columns, pillars, piers, posts and struts etc. complete all as specified.
1.82
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S & F Reinforcement using High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.
8983.15
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S & F 110mm bore UPVC [SWR] pipes single socketed, in any length with rubber ring joints, fixed to walls including necessary brackets, clamps as in rain water down pipes complete all as specified and as directed.
45
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Use and removal of steel formwork [Plain / Curved] to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc. vertical or to batter for ROUGH finished surfaces of concrete complete all as specified.
154.2
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Use and removal of steel formwork 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 for rough finished surfaces complete all as specified and as directed. sides of concrete
16.3
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M & L for Hand packing of broken stone or boulder of gauge exc 40mm but not exc 80 mm at back of walls complete all as specified and as directed.
46.26
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Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in Soft/ disintigrated rock complete all as specified and as directed.
206.4
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Rolling and consolidating formation surfaces in cutting with 8 to 12 tonne power roller complete all as specified and as directed.
69.72
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M & L for Hardcore of gauge not exceeding 63mm of broken stones or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick watered and consolidated to required gradient and camber complete all as specified.
21.96
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M & L for PCC 1:4:8, Type D-2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed.
23.51
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M & L for sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
11.64
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M & L for Inter Locking Paving Blocks of 80mm thick, made with M-40 Grade cement concrete using 20 mm graded stone aggregate, Hydraulically pressed of approved colour and pattern, shape and size conforming to IS - 15658 set in floors including taking down existing paver blocks of any description and size complete all as specified and directed.
232.8
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M & L for PCC 1:2:4, Type B-1, using 20 mm graded stone aggregate as in flooring ,copping, kerbs etc including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed.
8.01
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Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in Hard rock complete all as specified and as directed.
390.75
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Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in Hard/ dense soil complete all as specified and as directed.
100
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M & L for Soling (or sub base) of 200 mm thick with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed.
49.08
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Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75 mm each grading as per table 400-13 of MoRTH :specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and as directed.
49.08
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M & L for Preparing surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all dirt etc. and applying evenly a priming / tack coat with bituminous primer at 10 KG per 10 Sq.m of paving bitumen of grade VG-30 complete all as specified and as directed.
192.08
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M & L for bituminous macadam not exceeding 75 mm thickness (compacted thickness) using hot mix plant and mechanical paver with 4% binder (paving grade bitumen VG-30 grade) content by weight of total mix, rolled and compacted with power roller 8 to 10 tonnes to required camber and gradient complete all as specified and as directed.
Note :- (i) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined as per IRC 27: 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of ₹44 per kg.
36.81
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M & L for applying evenly a tack coat of Bitumen VG-10 grade conforming to IS.73 at a rate of application of 0.4-0.5 kg/sqm on cement concrete pavement as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and as directed.
49.08
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M & L for laying Bituminous Premixed Semi Dense Asphaltic Concrete, 40 mm consolidated thickness, using paving bitumen of Grade VG – 30, with 5.5% of binder content by weight of total mix using Hot Mix Plant and Mechanical Paver, rolled and compacted with power road roller of 8 to 12 ton capacity to required camber and gradient complete all as specified.
Note: Minimum Bitumen content shall be 5.5% as specified here in above. Please note that if the actual quantity of bitumen to be incorporated on approval of Mix–Design is found more than the minimum bitumen content specified above, No price adjustment shall be made for actual bitumen content of Mix–Design. Bitumen shall be Paving Bitumen of Grade VG–30 and shall be procured by the contractor.
184.08
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M & L for Road Marking Strips, Lines, Dashes, Arrows, Letters etc of 2.5 mm thick [Reflective Type] of colour White or Golden Yellow on roads, pavements and the like not exceeding 10cm wide with Hot Thermo Plast material by fully automatic thermoplastic paint applicator machine, fitted with profile shoe, glass beads dispenser, propane tank heaters and profile shoe heater, driven by skilled operator on road surface complete as per MOSRT & H specifications including cleaning the road surface of all dirt, scales, oil grease and foreign materials etc complete all as specified and as directed.
38.5
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Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed
30
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Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed
135
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Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. complete all as specified and directed
32
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Demolition of Brick / Stone Masonry built in Cement Mortar including all quoins arches pillars etc complete all as specified and as directed.
2.42
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Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep in Soft / disintegrated rock complete all as specified and as directed.
3.6
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M & L for brick work with Fly Ash bricks, straight or curved on plan exceeding 6 m mean radius built in Cement Mortar 1:6 complete all as specified and as directed.
77.11
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M & L for rendering to brick / concrete surfaces, 15 mm thick in Cement Mortar 1:4, surfaces finished even and smooth without using extra cement complete all as specified and as directed.
266
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M & L for Two coats of Weather Proof Exterior Emulsion Paint [100% Acrylic] by using auto roller/ airless sprayer over a Coat of Exterior Primer over 1mm thick Cement based Wall Care Putty [primer and putty shall be of same manufacturer as that of exterior emulsion paint] by using multipurpose mixture for proper mixing of putty and putty sprayer for application of putty on newly plastered walls/ ceiling, pillasters, bands, borders, soffits of chajjas and projections including rubbing with sand paper to obtain a smooth surface complete all as specified and as directed.
Note:- The contractor shall carryout Exterior Emulsion Painting and allied works under subject work through the Authorised Applicator of the manufacturer only. The lowest bidder shall submit MoU from manufacturer to provide technical support and trained persons for carrying out Exterior emulsion painting through their authorised applicators before commencement of the work to GE for approval.
231
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S & F Mild Steel work confirming to Fe - 290, Grade E-165, as in framed work such as doors, gates, hooks, pintle hinges, Grills, Gratings, Ladders 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 and similar work complete all as specified and as directed.
200
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M & L for walling of random rubble masonry, uncoursed, well bonded, bedded and solidly hearted, built in Cement Mortar 1:6 complete all as specified and directed.
9
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M & L for rendering to brick / concrete surfaces, 10 mm thick in Cement Mortar 1:6, surfaces finished even and smooth without using extra cement complete all as specified and as directed.
132
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M & L for rendering to brick / concrete surfaces, 10 mm thick in Cement Mortar 1:4, surfaces finished even and smooth without using extra cement complete all as specified and as directed.
100
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M & L for Chequered Cement Concrete Tiles of size 250 X 250 mm / 300 X 300 mm, 22mm thick, Hydraulically pressed as in Floors, set jointed and pointed in neat cement slurry to match including screed bed or bedding layer of mortar 15 mm thick in Cement Mortar 1:4 of cement complete all as specified and as directed.
60
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S & F Stainless Steel Railing made with Stainless Steel Pipes of wall thickness not less than 1.6mm, of Grade AISI 316L, standard quality, bright polish finish, using 50mm dia pipes for hand rail, 25mm dia pipes for vertical supports / balusters and 25mm dia pipes as in tie bars in three layers, SS tubes shall be welded at the turnings and junctions, welded portions shall be completely grinded and brought to bright and smooth finish including all bends, elbows, making holes in the floor / steps, grouting with epoxy to achieve full strength of railing complete all as specified and as directed.
525
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Earth work in excavation by mechanical means (Hydraulic excavator) means in all kinds of soil over areas (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,complete all as specified and as directed.
683.5
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Removal of excavated material [Soil] to a distance exceeding 50m and not exceeding 250m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.
122.46
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Removal of excavated material [Soil] to a distance exceeding 50m and not exceeding 100m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.
25
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M & L for 100mm thick Moorum / Red Bajri filling, spread levelled and rammed / rolled with power road roller of 8 to 12 ton capacity including watering to and consolidated to required level, gradient and camber required complete all as specified and as directed.
15.6
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Laying and compacting 200 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag, or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013.complete all as specified and as directed.
143
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M & L for 200 thick (compacted thickness) WBM in two layers granite trap or basalt with coarse aggregates of grading 1 (90 to 40mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and as directed.
143
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Manufacturing, supplying and fixing retro reflective Overhead informatory road signage and boards, made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTMD- 4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground 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 sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shallbe measured for payment).complete all as specified and as directed.
2
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Providing 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 opening wherever required complete all as specified and as directed.
5.2
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S & F PVC Coated Chain Link MS Galvanised Fencing Mesh of size 50 mm X 50mm, 4mm dia wire with minimum 1 mm thick PVC Coating and of weight not less than 4.5 KG / Sq.m 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 as directed.
78
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M & L for two coats of Synthetic Enamel paint over one coat of Red Oxide / Zinc Chrome Primer on new steel surfaces over 10cm width or girth including preparation of surfaces complete all as specified and as directed.
53.6
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S & F MS machine made screw bolts with hexagonal or square head one end and screwed other or screwed both ends, fitted with washers and one hexagonal or square nut not exceeding 5 cm long and dia of neck exceeding 16 mm but not exceeding 20 mm complete all as specified and as directed.
50
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Excavation in post holes each not exceeding 0.5 Cu.m, getting out in Hard / Dense soil, including returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm thick, watering and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and as directed.
14
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Removal of excavated material [soil] to a distance exceeding 1.5 Km and not exceeding 5.00Km and depositing where directed complete all as specified and as directed.
95
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S & F Rolled Mild Steel work conforming to Fe 410-W, Grade-E- 250, Quality-A as in Plates [plain & chequered], Channels, Angles, square cut or notched [ordinary or counter sunk] forming holes without any attachment complete all as specified and as directed.
100
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Excavation over areas not exceeding 1.50 m in depth and getting out in Soft/ loose soil complete all as specified and as directed.
70
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M & L for 100 mm thick, PCC 1:2:4, Type B-0, using 12.5mm graded stone aggregate as in Pathway/Pavement / Hard standing etc, surface of concrete roads, pavements finished by brooming, laid in alternate bays complete all as specified and as directed.
50
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M & L for providing cement concrete 1:3:6, Type C1, using 20mm graded stone aggregate as in window or door Cills, lintels, bressummers, steps, quoin blocks [for use with masonry], string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders [for stone walling], corbels, brackets, etc. [of any section indicated], with plain fair faces, including chamfers, weatherings, throating etc. and setting in mortar 1:4 complete with joints to match complete all as specified and as directed.
2
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M & L for brick work in half brick thick walls using Fly Ash bricks straight or curved on plan to any radius built in Cement Mortar 1:4 including 2 Nos of 8mm dia bars at every fourth course of brick work complete all as specified and as directed.
30
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M & L for PCC 1:3:6, Type C-2, using 40mm graded stone aggregate as in Post etc complete all as specified and as directed.
2
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M & L for Plain cement concrete Type B1 [Nominal Mix] 1:2:4 using 20mm graded stone aggregate in lintels,bands etc up to 1.5m span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work, complete all as specified and as directed.
3
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S & F Rolled Mild Steel work confirming to Fe 410-W, Grade-E- 250, Quality-A as in Framed work as in doors or gates 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 or steel hanging door fittings [exclusive of steel sheeting or other covering, running rails and guides] and hanging, also fastening and fixing complete all as specified and as directed.
150
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Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator)/ in 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.complete all as specified and as directed.
135.72
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M & L for Granite (of any type) work (table rubbed and polished) for wall lining (veneering to wall) 12mm thick in cement mortar (1:3) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite.complete all as specified and as directed.
16.92
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M & L for PCC 1:3:6, Type C-1, using 20 mm graded stone aggregate as in Coping, Bed plate,hold fast cill and the like including weathering, slightly rounded or chamfered angles and throating including formwork [straight or curved] complete all as specified and directed.
2.6
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M & L for forming fair finished drain or channel not exceeding 60cm inner girth using extra cement including forms, moulds, mitred / stooped ends complete all as specified and as directed.
130
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M & L for providing Precast RCC 1:2:4, Type B-1 using 20mm graded stone aggregate as in landings, cover slabs [for manholes etc], chullah hoods, chajjas, water troughs, mangers, Shelves and similar articles with plain faces set in cement mortar 1:4 complete all as specified and as directed.
13.08
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M & L for 300mm dia RCC Pipes, Class NP2, laid and jointed with collars laid in trenches and jointed with cement mortar complete all as specified and as directed.
5
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S & F in repairs Mild Steel work conforming to Fe - 290, Grade E-165 as in supporting brackets for concertina coils/ fencing mesh, Hand Rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for Balusters Running Bars, for Doors, Balusters, Nosing to Steps including embedding in concrete and screwing etc., Wind Ties for roof including securing bolts, Posts and Struts in Fencing including cutting tops to shape as directed, bending to shape, notching for wire, drilling holes or as in flat iron fillets [for securing wire mesh and barbed wire etc.] including all necessary drilling, bolting or riveting, etc. and similar work complete all as specified and directed.
5
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S & F Reinforcement using High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 5mm to 10mm dia bars as in stirrups, spacers and binders, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.
234.64
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Use and removal of steel formwork to sides of pillars, posts, struts, piers, columns and stanchions of any shape / cross section for fair finished surfaces of concrete complete all as specified and as directed.
26.62
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Use and removal of steel formwork to sides of column footings, grid beams, and similar work for rough finished surfaces complete all as specified and as directed. sides of concrete
37.14
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Use and removal of steel formwork to sides and soffits of floor or roof beams, beam launchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc, splays between floors and beams and similar works for rough finished surfaces of concrete complete all as specified and as directed.
19.02
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S & F 75mm bore UPVC [SWR] pipes single socketed, in any length with rubber ring joints for weep holes complete all as specified and as directed.
8
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M & L for Providing Precast Cement Concrete Solid Block Masonry of 1:3:6, Type C1 using 20mm graded stone aggregate exceeding 100mm width with plain or interlocking joints set in cement mortar 1:6 complete all as specified and as directed.
3.66
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M & L in repairs for providing Precast Cement Concrete Louvers and Jallies, Type, B0, 1:2:4, using 12.5mm Graded Aggregate, 60mm thick [measured solid], including all mouldings but excluding frame, set in Cement Mortar 1:6 complete all as specified and as directed.
8
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M & L for RCC M–30 Design Mix, using 20mm graded stone aggregate as in Tie Beams etc. complete all as specified and as directed.
2.03
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