Military Engineer Services Tender
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Costs
EMD
₹ 8,37,990Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_678017_1Tender No
180129/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Removing excavated rock not exceeding 250 mtr depositing where directed.
650
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Hard rock received from excavation (50% of excavated qty)
325
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M & L for Plain cement concrete (1:4:8) type type D-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.
440.41
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M&L for walling of random or polygonal rubble, uncoursed, well bonded, bedded and slightly hearted in cement mortar 1:4 brought up to course complete all as specified and directed.
1245.3
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Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in any type of soil complete all as specified and directed.
248.49
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Removing of excavated material (spoils) to a distance not exceeding 50 mtr and depositing where directed at a level exceeding 1.5 mtr above the starting the point complete all as specified and directed.
9043.35
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Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints as specified of random rubble walling, uncourses brought upto courses for lime and sand stone not exceeding 40 mtr deep when held against the edge complete all as specified and directed.
1050
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M&L for precast cement concrete type C-1, 1:3:6, using 20mm graded crushed stone aggregate as in bond stones, pintels, blocks etc set in CM 1:6 complete all as specified and directed.
56.7
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M&L for cement concrete type B-1, 1:2:4, using 20 mm graded crushed stone aggregate as in coping, bends, plinth courses including all necessary form work upto 60 cm height complete all as specified and directed.
16.49
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M&L for keyed pointing to random or polygonal rubble uncoursed or brought upto courses in CM 1:4 complete all as specified and directed.
105
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Stone / boulder filling, laid dry, hand packed tightly around weep holes, complete all as specified and directed.
1113
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110 mm bore PVC (SWR) pipe single socketed in any length with rubber ring joints fixed as in weep holes of retaining walls complete all as specified and directed.
403.64
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M&L for rolling and consoildating formation surfaces in cutting with using 8 to 12 tonne power roller including filling (if required) in hollow and depression, soft spots etc which occurs during rolling including watering as necessary and consolidating to required level, camber and gradient, keeping roling wheels wet etc complete all as specified and directed by Engr-in-Charge.
2194.5
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M&L for rolling and consoildating formation surfaces in cutting with using 8 to 12 tonne power roller including filling (if required) in hollow and depression, soft spots etc which occurs during rolling including watering as necessary and consolidating to required level, camber and gradient, keeping roling wheels wet etc complete all as specified and directed by Engr-in-Charge.
2194.5
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M & L for soiling (or sub base) 200 mm thick (spread thickness) with broken boulders (granite or trap or basalt stones) of size range 100 mm to 50 mm deposited, spread leveled in one layer, inter stices filled, surface formed, rolled and consolidated up to achevied true surface and required gradient and camber with 8 to 12 tonne power roller, complete all as specified and directed.
2194.5
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M&L for Wet mix macadam (WMM) for 150 mm thick (compacted thickness) laid in two layers of 75 mm each grading as per table 400-13 of MoRTH (Ministry of Road Transport & Highways) specification of 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 80-100 KN static weight and consolidating required gradient and camber. The finished surface tolerance to be as per table 900-1 of MoRTH specification for road and bridge works 2013 complete all as specified and directed by Engr-in-Charge.
2194.5
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M&L for applying evenly a priming/tack with VG-10 grade bitumenious primer coat @ 10 Kg per 10 Sqm using paving bitumen after necessary preparation of WMM by brushing with wire brush for removing caked, mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose diret etc complete all as specified and directed by Engr-in-Charge.
2194.5
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M&L for permix bituminius macadam using VG-10 grade bitumen laid/rolled and compacted by 8 to 12 tonne power roller upto remove all voids and achevied true surface to required gradient and camber with 4% bituminous binder content by weight of total mix, complete all as specified and directed by Engr-in-Charge.
877.5
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M&L for applying evenly a priming/tack with VG-10 grade bitumenious primer coat @ 05 Kg per 10 Sqm using paving bitumen after necessary preparation of black top surfaces by brushing with wire for removing caked, mud etc sweeping with brooms and finally fanning the clear surface with gunny bags to remove all loose dirt etc complete all as specified and directed.
2194.5
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M&L for bituminious premixed semi dense asphaltic concrete carpet 40 mm consolidated thickness with 5.5% binder content by weight of total mix, using VG-10 on mechenical hot mized plant and laid with mechanical paver rolled and compacted to required gradient and camber with 8 to 12 tonne power roller upto remove complete voids and acheved true surface to required compaction complete all as specified and directed by Engr-in-Charge.
2194.5
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M&L for preparing bituminous surfaces of road and marking 2.5 mm thick cenre lines, stop lines, dashes, arrows etc and the line not exceeding 10 cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed by Engr-in-Charge.
950
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S&F 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 (150x150x300 mm) type B1 complete all as specified and directed by Engr-in-Charge.
400
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Supply and fix cat eye (Futurevista make or equivalent) made of non breakable opycarbonate with electonically welded primatic retro reflective lens on centre for maximum retroreflection in wet and dry conditions, with dust proof body (i.e no dust accuulatio on lens) and space built for finger grip, bitumin adhesive B1-69 shall be used for fixing the cat eyes complete all as specified and directed.
1520
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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 65 mm) 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 manufacturers instructions etc compete all as specified and directed.
475
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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 joointed with cement mortar 1:3 including making joints with or without grooves (thickness of joints except at sharp curve shall not to more that 5 mm) including making drainage opening where required complete all as specified and directed.
513
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S&F convex mirror 80 cm dia in size outdoor purpose including stand/Pedestal embedded on PCC block 1:2:4 type B1 size 45x45x60cm and necessary earthwork complete all as specified and directed by Engr-in-Charge.
10
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S&F modified thermoplastic (polymer rubberised) speed breaker (retarders) with chequered design of size 250x365x50 mm to resist compressive strength 30 mtr tons in yellow and black colour fixed with anchor fastner bolt+material two compnent Epoxy adhesive A, complete all as specified and directed by Engr-in-Charge.
110
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Manufacturing, supplying and fixing retro reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high internsity encapsulated lense type retro reflective sheeting as approved by Engr-in-Charge letter, symbols, borders etc will be as per IRC-67 with required colour scheme on the boards and with high intensity grade A. The aluminium sheet to be riveted to M.S frame of angle iron size 40x40x4 mm the boards will be fixed 1 No 50x50 mm square post made of M.S angle 50x50x4 mm, 4 mtr long welded to the frame with adequate anti theft arrangement. Sheet work to be painted with two or more coats of syntetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engr-in-Charge.
10
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M&L for plain cement concrete 1:3:6 type C-2 using 40 mm graded aggregate for bed to drain pipes including packing under and completely sorrounding pipes of collars of pipe for 200 mm bore after they are laid and tested complete all as specified and directed.
200
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M&L for reinforced concrete pipes, 200 mm dia class NP3 with one collar per length of pipe complete all as specified and directed.
200
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M&L for providing RCC M-25 (design mix) (using 20 mm graded stone aggregate) in foundations, including rafts, footings, foundation beams, plinth beams, bases of columns etc basement slabs under reamed piles and mass concrete complete all as specified and directed.
12.94
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M&L for providing RCC M-25 (design mix) (using 20 mm graded stone aggregate) walls, retaining walls, basement walls, ballast walls and the like nay thickness above top of footings including attached pilasters and buttresses complete all as specified and directed.
10.63
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M&L reinforced cement concrete (design mix) M-25 (20 mm graded aggregate) slabs supported on walls complete all as specified and directed by Engr-in-Charge.
14.49
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M&L for formwork to sides of concrete foundations, footings, bases of columns raft and beams sides and soffits (if any) of foundations and plinth beams an similar work, vertical or to batter for rough finished flat surfaces of concrete complete all as specified and directed by Engr-in-Charge.
10.4
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M&L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pallasters, buttresses complete all as specified and directed by Engr-in-Charge.
91.08
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M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200 mm thick (Horizontal or sloping) complete all as specified and directed by Engr-in-Charge.
38.64
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M&L mild steel 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 directed by Engr-in-Charge.
3174.17
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M&L broken stone and boulders hardcore of guage exceeding 63 mm but not exceeding 100 mm deposited spread and levelled in layers not exceeding 150 mm thick, watered and rolled/rammed to a true surface complete all as specified and directed by Engr-in-Charge.
44.4
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M&L walling of squared rubble regular coursed welll bonded bedded and solidly hearted built in cement mortar 1:4 complete all as specified and directed by Engr-in-Charge.
7.2
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Rendering15 mm thick on fair faces of brick work or concrete surfaces cement plaster 1:4 (CM block work) rendering is to be finished even and smooth (without using extra cement) complete all as specified and directed by Engr-in-Charge.
40.2
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M&L preparation of newly plastered surface and aplying two coat of cement base paint on new plastered wall complete all as specified and directed by Engr-in Charge.
40.2
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M&L HDPE pipes PN 10 50 mm bore size for weep hole fitted in block masonery wall complete all as specified and directed by Engr-in-Charge.
100
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M&L for PCC 1:5:10 type E2 using 40 mm graded crushed aggregate 150 mm thick over rammed earth as in sub base of hard standing complete all as specified and directed.
39.6
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M&L for providing and laying 80 mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design and 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 50 mm thick compacted bed of coarse sand, compacting and proper embedding/laying of Inter locking paver blocks in to 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 all as specified and directed.
264
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M&L for providing cement concrete in roof kerbs or mud stops, rounded or chamfered on edges type B1 1:2:4 (20 mm graded aggredate) complete all as specified and directed.
7
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M&L precast cement concrete block masonary type C1 1:3:6 (20 mm graded aggregate) with solid blocks exceeding 10 cm in width and setting in cement mortar 1:4 complete all as specified and directed.
126
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M&L for plain cement concrete 1:2:4 type B-0 using 12.5 mm graded crushed stone aggregate as in haunching benching and PCC coping including necessary form work and set in cement morter complete all as specified and directed by Engr-in-Charge.
35
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M&L for rendering 15 mm thick, in cement mortar 1:4 on RR masonary walling or concrete surfaces and finished even and fair without using extra cement complete with water proofing compound all as specified and directed.
630
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Suuply only integral water proofing compound all as specified and directed.
137.59
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