Military Engineer Services Tender
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Military Engineer Services - MES Tender
Real Estate Service
Eprocure
Opening Date3 Apr 2025
Closing Date24 Apr 2025
Tender Amount₹ 43,20,000
Costs
EMD
₹ 86,400Document Cost
₹ 500Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_MES_695736_2Tender No
86212/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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M&L for soling (or sub base) 150mm thick (spread thickness) with broken boulders or quarried stones, interstices filled, surface and rolled and consolidated to required gradient and camber complete all as specified and directed
177.19
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M&L for WBM 150mm thick compacted thickness in two layers of 75mm each with course aggregate of grading II (63 to 40mm) size, spread, leveled and rolled and consolidated to required gradient and camber using limestone, sand stone, flint or quartzite complete all as specified and directed
177.19
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Preparing unsurfaced WBM surface by brushing with wire brushes for removing caked mud, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dust complete all as specified and directed
177.19
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M&L for applying evenly a priming/tack coat with bituminous primer (paving bitumen VG-30) @ 10Kg per 10 Sqm over the prepared surfaces by menchinical sprayer complete all as specified and directed
177.19
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M&L for premix bituminous macadam (Design mix) (consolidated thicked 75 mm or less) with 4% binder content using paving bitumen VG-30 grade by weight of total mix laid and rolled and compacted to required camber and gradient with 8 to 10 tonne power road roller complete all as specified and directed.
Note :- (a) Premix Bituminous macadam shall be obtained from hot mix plant and spreading shall be done with mechanical paver and asphaltic dense concrete work shall be done within 48 hours after completion of rolling and consolidation of bituminious macadam.
(b) Contractor shall quote his rate on the basis of binder as mentioned in above item if there is any variation in the actual binder content used in lower side, the rate shall be adjusted @ Rs.45/Kg. However no price adjustment shall be made if the binder content works out to more than as specified above
88.59
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M&L for applying evenly a priming/tack coat with bituminous primer (paving bitumen VG-30 @ 5Kg per 10 Sqm over the prepared surfaces by menchinical sprayer complete all as specified and directed
177.19
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M&L for laying bituminous premix asphaltic semi dense concrete (Design mix) 40 mm consolidated thickness with 5.5% binder content by weight of total mix, (Paving bitumen VG-30) rolled and compacted with 8 to 10 tonnes power road roller to required camber and gradient complete all as specified and directed.
Note :- (a) Premix concrete shall be mixed in hot mix plant, transported from plant to work site and laid / spread by means of mechanical paver.
(b) Contractor shall quote his rate on this basis of binder as mentioned in above item if there is any variation in the actual binder content used, the rate shall be adjusted @ Rs.45/Kg lower side of binder used. However no price adjustment shall be made if the binder content works out to more than as specified above.
177.19
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M&L for 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 directed
42.53
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M&L preparation of new surface of concrete and applying two coat of synthetic enamel paint over a coat of primering paint on plaster or concrete surface over 10cm width or grith not otherwise described complete all as specified and directed
378
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M&L for preparation of road surface and applying thermoplastic reflective paint for marking of minimum 2.5 mm thick single coat as a centre line or edge line etc road marking of 150/100 mm width using "HOT MARK" thermoplastic paint (hot application) white / yellow by indigenous modern propelled road marking machine as directed including all ingredients such as bider, glass beads, titanium dioxide, calcuim caronatre, inter filler ete thermoplastic requirement for glass beads shall be conforming to BS-6086 & MORTH specification including spraying of glass beads etc complete all as per manufacture's instruction and all as specified and directed.
94.5
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Supply and fixing cat eye solar reflective type of metal body alloy of size 100 mm x 100 mm x 20 mm with PAMA striplens reflector of model No.DA 972 fixed with and including MS stud of suitable size as per manufactures instructions complete all as specified and directed.
300
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Supply and fix solar cat eye aluminium alloy shall (100% water proofing design according to 65) of size 125 mm x 125 mm x 25 mm (shank 65 mm) of high efficiency Mono rystafie solar panel 2.4 V / 0.3 watt one NI-ed rechargeable battery (1.2 V / 1600 MA) consisting of super bright LED with 10000 to 18000 mcd completed as per manufactures instructions complete all as specified and directed.
60
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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 thermoplastic 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 (150 x 150 x 300 mm) type B-1 complete all as specified and directed.
70
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Manufactuing, supplying and fixing retro reflective Mandatory/ Regulatory sign boards of 900 mm dia metre with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete all as specified and directed.
10
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Manufacturing, supplying and fixing retro reflective Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete all as specified and directed.
15
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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 all as specified and directed. Note :- (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).
5
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Removing excavated material soil to a distance not exceeding 50m and depositing where directed at a level n.exc 1.5 M above the starting point complete all as specified and directed
531.56
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S&F Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) of Fe 410-W (Gde E-250 Quality A) complete all as specified and directed
375
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S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment of Fe 410-W (Gde E-250 Quality A) complete all as specified and directed
56.52
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S&F Tubular post including embeding in concrete and screwing etc. wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed
410
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Excavating in post holes( or similar holes) in soft/loose soil each n exc 0.5 cu.m. getting out, returning, filling in and ramming earth of broken rubble mixed with earth around , in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface complete all as specified and directed
30
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M&L for plain cement concrete in post hole Type B2 1:2:4 (using 40 mm graded stone aggregate) complete all as specified and directed
6.25
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M&L for two coat of synthetic enamel paint over a coat of red oxide including preparation of steel surfaces over 10 cm in width or girth, not otherwise described complete all as specified and directed
33.58
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S&F plastic speed bump is designed so dynamically and compact that it can bear maximum load on it. The body of the running speed bump is made of PE material. Two highly reflective reflectors moulded in PMMA material are welded with PE base plate through ultrasonic welding process and then fixed on to the speed bump so that dust and water cannot touch reflectors inside area and thus it maintains its reflectively for a long time. it is available in yellow and black colours. Diemensions Length 750 mm, Wdith 250 mm, Height 75 mm, weight and load capacity upto 100 tonne complete all as specified and directed.
30
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Supply and fixing convex mirror 80 cm in size out door purpose including MS stand / padestal embedded in PCC block 1:2:4 type B-1 (using 20 mm graded stone aggregate) size 45 x 45 x 60 cm and including necessary earth work & form work complete all as specified and directed..
4
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M&L Rolled mild steel Fe-410-W(Gde-E-250) quality-A in rolled sections as in main and cross beams, hip and jack rafters,purlins,posts where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates complete all as specified and directed
400
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S&F plates (plain or cehquered) channels, square cut or notched (ordingary and counter sunk) forming holes, without any attachment (Fe 410-W (Gde E 250) quality A) complete all as specified and directed.
68
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S&F Steel work in tubular post including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S.11611979 grade St.-240 complete all as specifie and directed
170
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Excavating in post holes( or similar holes) each n exc 0.5 cu.m. getting out, returning, filling in and ramming earth of broken rubble mixed with earth around , in layers not exceeding 25 cm as in soft / loose soil complete all as specified and directed.
4
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M&L for plain cement concrete in post hole type B-2 1:2:4 (40 mm graded stone aggregate) complete all as specified and directed.
0.75
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M&L for two coat of synthetic enamel paint over a coat of red oxide including preparation of steel surfaces over 10 cm in width or girth, not otherwise described complete all as specified and directed.
20
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S&F Pre-painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed
40
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Excavating in trenches in soft and loose soil, 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 complete all as specified and directed
4.8
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M&L cement concrete 1:4:8 Type D2 ( 40 mm graded aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
1.2
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M&L for Brick work using old size brick with sub- class ‘B’ bricks straight or curved on plan exc 6 m mean radius with cement mortar 1:6 complete all specified and directed
3.8
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M&L for rendering 15 mm thick in CM (1:4) on fair faces of brick work or concrete surfaces to be finished even and smooth without using exra cement complete all as specified and directed
8.5
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M&L for preparation of new plastered surfaces & applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified and directed
8.5
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M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed
3.1
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M&L Hardcore (broken stone) of gauge n exc. 63 mm, deposited , spread and levelled in layers n exc. 10 cm thick, watered and rammed to a true surface complete all as specified and directed
5
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M&L 75 mm thick PCC 1:3:6 type C-2 (using 20 mm graded stone aggregates) as in plinth protection and path and finishing even & smooth without using extra cement complete all as specified and directed.
18
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M&L 75mm thick Cement concrete type D-2 , 1:4:8 (40 mm graded aggregate) for sub base of flooring complete all as specified and directed
40
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M&L 75mm thick Cement concrete type B-2 , 1:2:4 (40 mm graded aggregate) finishing cement concrete surface without using extra cement even and smooth including necessary form work complete all as specified and directed
40
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Forming 12mm thick expansion joint filled with pre formed bituminus filler and top 30mm primed and sealed with sealing compound grade B for 75 mm thickness of concrete complete all as specified and directed
1.6
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