Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Road Construction
Eprocure
Opening Date4 Dec 2024
Closing Soon25 Dec 2024
Tender Amount₹ 1,47,50,000
Costs
EMD
₹ 2,22,500Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_680344_2Tender No
8822/NAR/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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Material and labour for 150mm thick Cement concrete type D-2, 1:4:8 (40mm graded aggregate) as in floor, hardstanding, sub-base etc. finishing surfaces of concrete topping even and fair (without using extra cement) or finishing surfaces of concrete in sub-floors, sub-bases, etc. even and rough to receive the topping layer complete all as specified and directed.
2061
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Material and labour for Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete complete all as specified and directed.
2061
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Excavating over areas, n exc 1.5 m deep and getting out SOFT / LOOSE soil, complete all as specified and directed.
23.1
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Material and labour for Cement concrete Type D2 1:4:8 (40 mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed.
2.97
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Material and labour for Cement concrete Type C2 1:3:6 (40 mm graded aggregate) in surface channels and drains complete all as specified and directed.
0.55
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Material and labour for Brickwork with subclass ‘B’ bricks, OLD SIZE BRICKS, straight or curved on plan, exc 6m mean radius, built in Cement mortar 1:6, complete all as specified and directed.
6.5
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Material and labour for Providing, cement concrete Type B0 1:2:4 (20 mm graded aggregate), including use and waste of formwork (straight or curved), in lintels upto 1.5m clear 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, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed.
0.96
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M&L for Reinforced cement concrete Type B1, 1:2:4 (20 mm graded aggregate), as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, anopie, deck slabs and in shelves and the like, complete all as specified and as directed by the Engineer-in-Charge at site.
2.75
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S&F Mild steel TMT bars, 10 mm 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 0.9 mm dia or securing with clips, complete all as specified and as directed by the Engineer-in-Charge at site.
450
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Material and labour for Rendering 15mm thick in Cement plaster 1:4, on fair faces of brick work or concrete surfaces, rendering finished even and smooth (without using extra cement), complete all as specified and directed.
15
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Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar works; not exceeding 200mm thick (Horizontal or sloping), rough finished surfaces of concrete, Flat, complete all as specified and as directed by Engineer-in-charge at site.
5.5
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Returning and filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick, in soft / loose soil, complete all as specified and directed.
18.6
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Removing excavated material to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point, complete all as specified and directed.
381
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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 by Engineer-in-charge at site.
40.5
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Material and labour for repair to potholes, not exceeding 1.00 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads etc cutting around edges to at least 25mm in depth and making good by filling in screened & graded road metals, watering and well ramming (including supply of road metals) and applying evenly a priming / tack coat with cationic bitumen emulsion RS1 conforming to IS 8887 at the rate of 0.70-1.00 Kg/Sqm complete all as specified and directed.
6
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Material and labour for Scariying or picking gravelled, macadam or bituminous macadam surfaces exceeding 50mm and not exceeding 100mm deep in area not exceeding 400 Sqm complete all as specified and directed.
125
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Material and labour for Screening road metal, chippings, etc. on the site of the work when specially ordered including removing screened materials clear of screen and stacking in separate heaps for measuring (materials from both sides of screen measured) complete all as specified and directed.
13
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Material and labour for Soling (or sub base) with broken boulders or
quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber, spread thickness of soling 100 mm, Rolling and consolidating Soling of broken boulders or quarried stone, not exc 15cm thickness, using Power roller exceeding 8 tonne and not exceding 12 tonne, complete all as specified and directed.
20
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Material and labour for 15cm thick (compacted thickness) WBM, in two layers of 7.5cm each, using and including coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), each layer spread, rolled and consolidated to gradient and camber required, Rolling and consolidating each layer of Water bound macadam (except laterite, kankar and broken brick aggregates) using Power roller exceeding 8 tonne and not exceding 12 tonne, complete all as specified and directed.
20
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Material and labour for 75 mm thick (Compacted thickness) WBM, with coarse aggregate with lime stones, sand stones, flint or quartize of grading 2 (63 to 40mm size) spread, rolled and consolidated to with 8 to 12 tonne power roller to gradient and camber required complete all as specified and directed.
83
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All as per item No. 23.00 here-in-before but except materials complete all as specified and directed.
22
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Material and labour for preparing of un-surfaced WBM by brushing with wire brushes for removing caked mud etc sweeping with brooms and cleaning complete surfaces by applying mechnical air blower upto entire satisfaction of Engineer-in-charge and applying a primer coat of Catonic bitumen emulsion RS1 conforming to IS 8887 at a rate of application of 0.7-1 kg/Sqm on surface of WBM as specified in table 500-5 of MoRTH specification for Road and bridge work 2013 using mechanical sprayer complete all as specified and directed.
125
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Material and labour for preparation of existing black top surfaces by brushing with wire brushes for removing caked mud, grass roots etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags or compressed air to remove all loose, dirt, etc. and applying a prime / tack coat of Catonic bitumen emulsion RS1 conforming to IS 8887 at a rate of application of 0.20-0.30 kg/Sqm on new or old top surfaces as specified in table 500-5 of MoRTH specification for Road and bridge work 2013 using mechanical sprayer, complete all as specified and directed.
566
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Material and labour for providing premixed bituminous macadam laid/rolled and compacted to required gradient and camber using 8 to 10 tonne capacity power roller (consolidated thickness 75mm or less) using paving bitumen (VG 30 Grade) @ 4% by weight of total mix complete all as specified and directed. NOTE:- (i) The quoted rate shall be worked out on the basis of binder contents (bitumen VG-30) of 4% by weight of total mix. (ii) Work shall be executed as per design mix as approved by GE with 4% VG-30 bitumen by weight of total mix and laying of bituminous macadam shall be done using MECHANICAL PAVER only.
163
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Material and labour for providing bituminous premixed carpet 40 mm consolidated thickness with 0.54 cum of stone chipping mixed with 29.20 Kg of binder (paving bitumen of grade VG-30) per 10Sqm, rolled and compacted to required camber and gradient etc. complete all as specified and directed. NOTE:- The work of Premix carpeting shall be done using HOT MIX PLANT and laying of bituminous premix carpet shall be done using MECHANICAL PAVER only.
691
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Material and labour for premixed sand seal coat with 0.06 cum of sand mixed with 6.8 kg of paving bitumen, applied and rolled to a uniform surface complete all as specified and directed.
691
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Material and labour for preparation of OLD / NEW bituminus surfaces of road including cleaning of all dirt, scales, oil,grease and foreign material and applying and making 2.5 mm thick center lines or other lines, stop lines, strip straight line, Zebra crossing, dashes arrows etc. and the like of any width, on road pavements with hot applied thermo plastic road marking paint of approved brand and colour (white or yellow), conforming to BS 3262-1989 with glass grit @ 300 gms/Sqm over painted surfaces while the painting surfaces are hot, application of thermo plastic road marking paint using automatic mechanical mahine (special application machine) all as per manufacturer's instruction complete all as specified and directed.
308
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Supply and fix IN REPAIRS, two way reflective road stud minimum dimension of 110mm x 128mm x 30mm plastic body reflective pannel of amber red or white colour provided at site as per manufacturer instructions complete all as specified and directed. (Make: Dark Eye Cat Part No DA 971P or Equivalent in 3M / Senior Infrastructure)
460
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Supply and fix IN REPAIRS, solar cat eye aluminium alloy (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Monocrystalline solar panel 2.40 V/0.30 watt one ni-cd rechargeable battery (1.20V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd complete all as specified and directed. (Make: Dark Eye Cat Part No DA 971P or Equivalent in 3M / Senior Infrastructure)
40
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Supply and fix IN REPAIRS, road side standard delineator of ABS body of length 1000mm, designed with type XI DG3 white diamond grade reflecting sheeting of 03 (three) nos both side and fixed to the metal pipe, fixed complete including all necessary excavation and earth work required for erretion using PCC Type B-1, 1:2:4 using 20 mm graded coarse aggregates for PCC for fixing of pole of standard delineator in excavated pit of size 200mm x 200mm x 300 mm, complete, all as per manufacturer's instructions and as specified and directed. (Make: Dark Eye Cat Part No DA 971P or Equivalent in 3M / Senior Infrastructure)
30
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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 by Engineer-in-charge at site.
10
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M&L for Pre-cast cement concrete type B1, 1:2:4 (20mm graded aggregate) block masonry with solid blocks of size 300 mm x 200mm x 100mm, exc. 10 cm in width and setting in cement mortar CM 1:4, complete all as specified and as directed by Engineer-in-charge at site.
10
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Material and labour for Moorum, spread, rolled and consolidated to
gradient and camber as required, Spread thickness of moorum 100 mm complete all as specified and as directed by Engineer-in-charge at site.
45
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Excavation 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, piers holes, laying of cable/erection of pole, laying of GI water tubing etc. n.exc 10 sq m on plan and n.exc 1.5 m deep and getting out in soft/loose soil, complete all as specified and as directed by Engineer-in-charge at site.
76.5
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M&L for hard core of gauge exc. 63 mm but n exc 100 mm thick, deposited, spread and levelled in layers n exc. 15 cm thick, using broken stone or boulders, watered and rammed to a true surface, complete all as specified and as directed by Engineer-in-charge at site.
17.5
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M&L for cement concrete Type C2, 1:3:6 (40 mm graded aggregate) in foundations, filling and mass concrete, complete all as specified and as directed by Engineer-in-charge at site.
8.1
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M&L for Walling of random rubble,uncoursed, well bonded, bedded and solidly hearted, built in CM(1:6), complete all as specified and as directed by the Engineer-in-Charge at site.
105
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M&L for providing precast cement concrete type B1, 1:2:4 (20 mm graded aggregate) bond stone, bonders (for stone walling), corbels, brackets, lintels, steps, copings etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar 1:6 complete with joints to match complete all as specified and as directed by Engineer-in-charge at site.
1.98
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M&L for Keyed pointing to random or polygonal rubble, uncoursed or brought upto courses masonry, in CM 1:4, complete all as specified and as directed by Engineer-in-charge at site.
10.8
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S&F for PVC (SWR) pipes of bore 75mm, single socketed, in any length with rubber ring joints, fixed in RR walling as weep hole, complete all as specified and as directed by Engineer-in-Charge at site.
115
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Material and labour for repairs to potholes, not exceeding 1.00 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads etc cutting around edges to at least 25mm in depth and making good by filling in screened & graded road metals, watering and well ramming (including supply of road metals) complete all as specified and directed.
2
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Material and labour for preparing of un-surfaced WBM by brushing with wire brushes for removing caked mud etc sweeping with brooms and sand finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and directed.
2
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Material and labour for Applying evenly a priming/tack coat with paving bitumen VG-10 at 10 kg per 10 sq metre using Mechanical sprayer complete all as specified and directed.
2
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Material and labour for Preparing Black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and directed.
95.4
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Material and labour for Applying evenly a priming/tack coat with paving bitumen VG-10 at 5 kg per 10 sq metre using Mechanical sprayer complete all as specified and directed.
185
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Material and labour for bituminous premixed semi-dense asphaltic concrete, 40mm consolidated thickness using 5.5% paving bitumen (VG 30 Grade) binder content any penetration by weight of total mix, mixed in central computerized hot mix plant and laid using mechanical self propelled paver and rolled and compacted with 8 to 12 tonne power roller to uniform surfaces with required camber and gradient complete all as specified and as directed.
Note:- Semi dense asphaltic bituminous concrete shall be designed as per design mix. Contractor shall quote his unit rate considering the bitumen contents as 5.5 %. Any variation in binder content on minus side shall be adjusted at the rate of ₹67.00 per KG of binder. No adjustment in price shall be made if the variation is on plus side.
95.4
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Material and labour for preparation of OLD / NEW bituminus surfaces of road including cleaning of all dirt, scales, oil, grease and foreign material and painting lines, dashes, arrows, letters, etc. on roads, pavements and the like exc 10cm wide with road marking paint, white or golden yellow and with adequate No. of coats, all as per manufacturer's instruction complete all as specified and directed.
8
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Dismantling Bricks (laid flat or on edge) or brick tiles in floors, channels, kerbs, aprons, etc. (each layer),laid bedded and pointed in any mortar and removing the demolished material away fro site, complete all as specified and directed.
55
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Demolition of Cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level), complete all as specified and as directed by Engineer-in-charge at site.
84.15
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