Military Engineer Services Tender
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Military Engineer Services - MES Tender
Road Construction
Eprocure
Opening Date17 Oct 2024
Closing Soon25 Nov 2024
Tender Amount₹ 3,99,00,000
Costs
EMD
₹ 4,74,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_679873_1Tender No
8998/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
Material and labour for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm
thick, spread, levelled and rammed including watering complete all as specified and as directed.
900
-
-
Material and labour for 250 mm thick Soling or sub base with broken boulders or quarried stones, interstics filled surfaces formed and rolled with power road roller of 8 to 12 ton capacity and consolidated to gradient and camber required complete all as specified and as directed.
280
-
-
Material and labour for laying and compacting 150mm thick (compacted thickness), Wet Mix Macadam(WMM), laid in two layers of 75mm 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 pavor and rolling with vibratory roller of capacity 80KN-100KN static weight and consolidating to required gradient and camber complete all as specified and as directed.
Note- The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge Works 2013.
280
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-
Material and labour for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc. 400Sqm and depth exc. 50mm but n. exc. 100mm deep complete all as specified and as directed.
511
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-
Material and labour for laying and compacting 75mm thick (compacted thickness), Wet Mix Macadam(WMM), 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 pavor and rolling with vibratory roller of capacity 80KN-100KN static weight and consolidating to required gradient and camber complete all as specified and as directed.
Note- The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge Works 2013.
511
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-
Material and labour for Preparing unsurfaced WMM by brushing with wire brushes for removing caked mud etc. sweeping with brooms and cleaning the complete surfaces by using mechanical blower upto entire satisfaction of Engineer-In-Charge and applying evenly a priming coat of Catonic Bitumen Emulsion SS1 conforming to IS:8887 at the rate of application 0.7-1Kg/ Sq.m on surface of WMM as specified in Table 500-3 of of MoRTH specifications for Road and Bridge Works 2013 complete all as specified and as directed.
791
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-
Material and labour for Providing and consolidating 50mm thick Premix Dense Bitumenous Macadam (DBM Grade-II) using VG-20 grade binder by weight of total mix, aggregate gradation as per grading 2 of table 500-10 of MoRTH specifications for Road and Bridge Works 2013, rolled and compacted to required camber and gradient complete all as specified and as directed.
791
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-
Material and labour for applying evenly a priming coat of Catonic Bitumen Emulsion SS1 conforming to IS:8887 at the rate of application 0.3-0.4Kg/ Sq.m on surface of WMM as specified in Table 500-5 of of MoRTH specifications for Road and Bridge Works 2013 complete all as specified and as directed.
900.5
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-
Material and labour for Providing and consolidating 40mm thick Premix Dense Asphaltic Concrete (DAC-II) using minimum 5.40% VG-30 Binder by weight of total mix, aggregate gradation as per grading 2 of table 500-17 of MoRTH specifications for Road and Bridge Works 2013, rolled and compacted to required camber and gradient complete all as specified and as directed.
900.5
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-
Material & Labour for Road Marking Strips, Lines, Dashes, Arrows, Letters etc of 2.5 mm thick [Reflective Type] of approved colour conforming to BS 3262-1989 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 MoRT & H specifications including cleaning the road surface of all dirt, scales, oil grease and foreign materials etc complete all as specified and as directed.
3825
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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 of dark eye of equivalent makes as specified in Particular Specification fixed with and incl MS stud of suitable size as per manufactures instructions.
682
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-
Supply and fixing in 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
228
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-
Supply and fixing in repair of convex mirror made of PC material provided with 1.20M long, 50mm dia medium grade MS pipe post, duly powder coated as per site requirement and should have clear and definite mirror image having 130 degree of viewing angle and unbreakable and stonger than glass of size 1000mm dia including embedding in PCC 1:2:4 type B1 of size (300x300x300mm) complete all as specified and as directed.
4
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-
Material and labour for Continuous brick edging with burnt clay old size bricks of sub class B; with width equal to the width of the brick; laid dry on end vertically complete all as specified and as directed.
3400
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-
Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar
facings, dressed stonework and precast concrete articles complete all as specified and as directed.
61.45
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-
Excavating 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 sq m on plan and n exc 1.5 m in depth and getting out in Soft / Loose soil complete all as specified and as directed.
706.5
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-
Material and labour for Hardcore of Broken stone Broken or boulders of gauge n exc.63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.
79.13
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-
Material and labour 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.
64.28
-
-
Material & labour for Plain cement concrete Type B0 [Nominal Mix] 1:3:6 using 20mm graded stone aggregate cast in situ in lintels up to 1.5m span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 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.
14.38
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-
Material and labour for brick work with sub class `B` bricks, old size, straight or curved on plan exc 6m mean radius built in cement mortar (1:4) complete all as specified and as directed.
355.12
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-
Material and labour for 15mm thick rendering in CM (1:4) on brick work or concrete surface as on wall finished the surface even and fair complete all as specified and directed.
1272.5
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-
Material and labour for preparation of newly plastered wall surfaces and applying two coats of Cement Based paint over a coat of Alkali Resistant Primer complete all as specified and as directed.
522.5
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-
Supply and laying 75mm bore PVC [SWR] pipes in single piece without joint as weep hole in retaining wall complete all as specified and as directed.
41.25
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-
Demolition of un-reinforced cement concrete in ground floor and paving not exceeding 15 cm thick (below or above ground level) complete all as specified and as directed.
8.88
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-
Material and labour for reinforced cement concrete (design mix) in M-25 (20mm graded aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.
Note :- (i) Reinforcement and form work required shall be measured and paid seperately (ii) Design mix will be approved by the Accepting Officer.
23.63
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-
Material and labour for reinforced cement concrete (design mix) in M-25 (20mm graded aggregate) as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed.
Note :- (i) Reinforcement and form work required shall be measured and paid seperately (ii) Design mix will be approved by the Accepting Officer.
32.4
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-
Material and labour for reinforced cement concrete (design mix) in M-25 (20mm graded aggregate) as in Slabs supported on walls,
beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.
Note :- (i) Reinforcement and form work required shall be measured and paid seperately (ii) Design mix will be approved by the Accepting Officer.
23.63
-
-
Material and labour for use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter rough finished surfaces of concrete, flat complete all as specified and as directed.
216
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-
Material and labour for use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), etc.; rough finished surfaces of concrete, flat complete all as specified and as directed.
67.5
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-
Material and labour for use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm width, etc.; rough finished surfaces of concrete, flat complete all as specified and as directed.
231.6
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-
Supply & Fixing Reinforcement using TMT steel bars, 500D 10mm dia and over, cut to length,bent to shape required,including cranking bending spirally for hooping for columns,hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
6600
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-
Supply & Fixing Reinforcement using TMT steel bars,500D 6 to 8mm dia and over, cut to length,bent to shape required,including cranking bending spirally for hooping for columns,hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
1680
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-
Materials and labour for 10 mm thick rendering on other than fair faces of brick work or concrete surface as on wall in cement mortar (1:4) and finished the surfaces even and smooth without using extra cement complete all as specified and as directed.
37.41
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-
Materials and labour for preparation of new plastered surfaces of walls and applying three coat of white wash complete all as specified and as directed.
37.41
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-
M & L for PCC 1:2:4, Type B-2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed.
86.25
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-
Material and labour for PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in surface channel and like etc complete all as specified and as directed.
11.25
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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.
118.72
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-
Removing excavated soil to a distance n.exc 50M and deposited/ spreaded where directed at a level n. exc 1.5 M above the starting point complete all as specified and as directed.
835.28
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-
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