Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date19 Nov 2024
Closing Soon24 Dec 2024
Tender Amount₹ 93,00,000
Costs
EMD
₹ 1,64,500Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Provn Of Road With Protective Wall Under Ge 864 Ews, Job No- W/amwp-04/bb Cantt/2024-25
Description
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Contact
Tender Id
2024_MES_684498_1Tender No
CWEK/TOKEN-74/864 EWS/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Soling or sub base with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber for 200 mm thick spread thickness all as specified.
248
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M&L for 150 mm thick (Compacted thickness) WBM with Granite coarse aggregate of grading 2 (63 to 40 mm size) , spread rolled and consolidated to gradient and camber required all as specified.
248
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Preparing Unsurfaced water bound macadam 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 all as specified.
248
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Applying evenly a priming /tack coat with bituminous primer using paving bitumen of any penetration at 10 Kg Per 10 Sq M all as specified.
248
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Applying evenly a priming/tack coat with bituminous primer at 3.50 kg per 10 sqm with paving bitumen for mud surfaces, all as specified.
248
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M&L Premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using paving bitumen Vg-30 @ 4% (minimum) by the weight of total mix laid with 8 to 12 tonne power roller complete all as specified and as directed.complete all as specified and as directed.
124
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M& L for Bituminous premix asphaltic dense concrete 40mm consolidated thickness with 5.50% binder content of paving bitumen Gde -VG-30 by weight of total mix rolled and compacted, mixed in mechanical hot mixed plant and pre-mixed material laid with mechanical paver, finished including rolling to required gradient and camber with 8 to 12 tonne roller to required complete all as specified and as directed.
Note for item No 9 & 10:- (i) Central computerised Hot mix plant of adequate capacity shall be used for heating and mixing of constituents for preparation of bituminous macadam and the same shall be laid with mechanical sensor paver all as specifiedand directed (ii) Over newly provided bituminous macadam surfaces, further bituminous work, if ordered, shall be provided simultaneously after provision of bituminous macadamı & πο separate payment for provision of tack coat for bonding between the bituminous macadam & further bituminous work necessiated due to the time period gap or otherwise shall be made for separately (iii) The design mix shall be carried out from the Zonal lab/ Govt approved lab/Govt Engr College as approved by GE and design mix shall be got approved by GE before (iv) The cost of all the above aspects shall be deemed to be included in the quoted rates of above item
248
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Applying evenly a priming/tack coat with bituminous primer at 5 kg per 10 sqm with paving bitumen for bituminous surfaces.
87
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M& L for Bituminous premix asphaltic dense concrete 30mm consolidated thickness with 5.50% binder content of paving bitumen Gde -VG-30 by weight of total mix rolled and compacted, mixed in mechanical hot mixed plant and pre-mixed material laid with mechanical paver, finished including rolling to required gradient and camber with 8 to 12 tonne roller to required complete all as specified and as directed.
87
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Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation etc and getting out in soft/loose soil complete as specified and directed.
230.11
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M & L PCC 1 : 4 : 8 Type D2 ( 40 mm graded aggregsate) as in foundation and mass concrete, all as specified.
70.65
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S&F 110 mm dia PVC (SWR) pipes single sockets, in any length with rubber ring joints, laid in trenches or floors, all as specified.
237
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M & L 75 mm thick PCC 1:4:8 Type D2 ( 40 mm graded aggregate) as in sub base to floors al as specified.
318
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M & L Sand filling under floors or in foundations including watering and consolidation all as specified.
7.95
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M&L machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade, grey cement and no pigment complete all as specified and directed.
318
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M& L for 2.5mm thick painting to road surfaces as in line, dashes, arrows, letters zebra crossing etc on road, pavements and like with thermoplastic road marking paint @ 5Kg/Sqm and applying glass beads @ 300gms/Sqm over painted surfaces white the painted surfaces are hot by mechanical means including cleaning surfaces complete all as specified and as directed.
150
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Supply and fixing metal tublar delineator 1050mm long and 70mm dia made out of mild steel pipe black powder coated, reflection media at top disc of micro prismatic reflection of yellow or any colour pretected by powder coated MS mesh intensity grade reflection media on post retro reflective sheet all as specified.
75
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Supply and fixing"Solar road stud 125x125x25 mm, made from aluminium alloy and solar powered by monocrystal solar panel with following specification :-
(i) Battery type-one high capacity Ni-cd rechargeable battery.
(ii) View distance of solar stud shall not be less than 990Mtr.
(iii) LEDs shall be 10mm, 3 pieces each side and total 6 pieces for high brightness of different colours
(iv) Back up time shall not be less than 12hours of continuous lighting at night. Complete all as specified and directed.
50
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Supply and fixing dual (62 beads minimum) cat eye aluminium casted body of size 100mmx100mmx18.5mm having ABS plastic strip containing 62mini retro reflectice glass beads of colour white/red/yellow on both sides (minimum 31beads on each sides)fixed complete with steel zinc plated nails/stud of dia 12mm and of length 120mm, complete all as specified and as directed.
Note : (i) Fixing arrangement shall be as per manufacturer instrs.
(ii) Designed to bear 25Tonnes load and having impact strength of 253KN
86
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M & L plain cement concrete 1:3:6 type C2, (40 mm graded aggregate) surface channels and drains all as specified.
35.52
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M & L brick work with old size sub class 'B' bricks straight or curved on plan to any radius built in CM 1 : 6, all as specified.
58.88
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M & L PCC 1 : 2 : 4 Type B1 ( 20 mm graded aggregate) as in providing, cement concrete inlintel up to 1.5m clear span, cills, steps, parapets and railings upto 60cm in height, copings, kneelers, apex stones, bed plates, kerbs including necessary form works directed.
12.86
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M & L 10mm thick rendering plaster on fair faces of brick work or concrete surface in cm 1:4 to be finished even and smooth with out uing extra cement all as specified.
443.2
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Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc all as specified.
320
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M & L Precast RCC 1 : 2 : 4 Type B1 ( 20 MM graded stone aggregate) as in cover slab (for manholes etc), chajjas, mangers, shelves etc. set in cm 1 : 6 complete with joints to match all as specified.
7.36
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S & F TMT steel bars 10 mm dia and over, cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking end and binding with and including MS wire annealed not less than 0.9 mm dia all as specified.
957.95
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S & F mild steel work in framed work as in doors or gates of angle or other sections, prepared for hanging with and including either hooks and hinges, and hanging also fastening and fixing complete conforming to Gde Fe 410 -W (Gde- E- 250) quality- A all as specified.
4270
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M & L preparation of new steel and iron surfaces of any description over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer over newly prepared steel surface all as specified.
154
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M & L PCC 1 :4: 8 Type D2 ( 40 mm graded stone aggregate) as in bed to drain pipes 150 mm bore including packing under and haunching against the sides of pipes after they are laid and tested, all as specified.
30
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M & L 150mm Reinforced concrete pipes, class NP2, laid and jointed complete with collars all as specified.
32
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M & L PCC 1 :4: 8 Type D2 ( 40 mm graded stone aggregate) as in bed to drain pipes 300 mm bore including packing under and haunching against the sides of pipes after they are laid and tested, all as specified.
20
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M & L 300mm Reinforced concrete pipes, class NP2, laid and jointed complete with collars, all as specified.
20
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Returning, filling in, including spreading levelling, watering and well ramming in layers n exc 25 cm in soft/loose soil all as specified.
114.5
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Use and waste the form work to sides of concrete fdn, footings plinth beam etc, vertical or to batter, all as specified.
7
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Use and waste the form work as on wall or retaining wall, any thickness, size or shape including pilasters, buttresses columns, pillar etc, vertical or to batter all as specified.
7.5
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S & F TMT steel bars 6 to 8 mm dia and over, cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking end and binding with and including MS wire annealed not less than 0.9 mm dia, all as specified.
75
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M & L RCC 1:2:4 type B1 as in foundation footings, foundation beam,plinth beams and bases of columns basement slabs, and mass concrete all as specified.
1.5
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M & L RCC 1 : 2 : 4 Type B1 ( 20 mm graded stone aggregsate) as on wall or retaining wall, any thickness, size or shape including pilasters, buttresses columns, pillar , any thickness, size or shape. (including caps and bases) all as specified.
0.85
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Removing excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point, all as specified.
46.45
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M & L 20 mm tk Granite (of any type) tiles machine cut in vertical surface or skirting/dado, jointed with grey cement slurry and pointed with white cement with admixture or pigment to match the shade of granite stone and including 10mm thick bedding layers in cement mortar 1:3 complete all as specified and directed.
8
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Excavation over areas not exc 1.5 m deep and getting out in soft / loose soil complete all as specified and as directed.
255
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M & L for walling of random , uncouresed well bonded, bedded and solidly hearted built in CM 1:6, all as specified.
220
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M & L providing precast cement concrete 1 : 2 : 4 Type B1 ( 20 mm graded aggregate) set in cement mortar 1:6 in bond stone, lintels, steps coping, kneelers, pier caps, columns, post etc. and setting in mortar complete with joints to match.
Note:- Qty of bond stone will be deducted for stone masonry
1.45
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Extra over stone walling for hammer dressing with maximum depression n exc.20mm on face from straight edge held against the dressed surface to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses , Granite or Trap stone, all as specified
150
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M & L raised pointing to random or polygonal rubble, uncrushed or brought upto course in CM 1:3 all as specified and directed.
15
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M & L for broken stone boulder filling dry, and packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level all as specified.
138
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Removing excavated material to a distance exc 50 mtr but n.exc 250 mtr but and depositing where directed at a level n exc 1.5 mtr above starting point.
229
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Excavation in post holes each n.exc 0.50 Cum and getting out in soft/loose soil including returning, filling in and ramming earth etc and removing surplus soil to a distance n exc 50 M and making good surface all as specified.
16
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M & L PCC 1 : 2 : 4 Type B2 ( 40 mm graded stone aggregsate) as in foundation and mass concrete all as specified.
1.8
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S & F Mild steel work as a 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, all as specified.
1375
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Excavation in trenches, n exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth, for laying of cables, poles stays, foundation, etc. and getting out in hard/dense soil complete all as specified and directed
120
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Excavation in trenches, exceeding 1.5 mtr wide and not exceeding 3 mtr in depth and getting out in hard soil for laying of cables, foundation of pole, stay etc complete all as specified and directed
1
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M&L for sand cushioning to under ground cable, provided with 8 cm thick layer before laying the cable and 15 cm thick after laying and stretching the cable ramming/compressed the sand upto 18 cm complete all as specified and directed
36
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Supply and laying Sub class 'B' old size bricks well burnt as covering to under ground cables, laid dry, flat over the cables on sand cushioning with width equal to length of the brick as mechanical protection to cable, complete all as specified and directed
4
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M&L for PCC 1:3:6 TYPE C1 with 20 mm graded stone aggregate in coping of poles/stays incl necessary form work all as specified and as directed
7
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Supply and laying of cable XLPE insulated, armored heavy duty electric cable with stranded aluminum conductor, 1100 volts graded of cross section are 50 Sqmm x 3.5 core complete all as specified and directed
100
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Supply and laying of cable XLPE insulated, armored heavy duty electric cable with stranded aluminum conductor, 1100 volts graded of cross section are 16 Sqmm x 4 core complete all as specified and directed
530
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Supply and laying/fixing Gl pipe light grade 40 mm dia bore for cable protection fixed to pole/wall or liad under floor/road/pavement, including complete all as specified and directed.
30
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M&L for submain wiring of two single core 1.5 sqmm size stranded copper conductor PVC unsulated unsheathed cable (FRLS) in and including steel rigid metalic conduit and one green colour PVC cable 1.5 sqmm size solid copper conductor PVC insulated and unsheathed for continuous earth wire for street light connection from FRP looping boxes to street lights in poles complete all as specified and directed.
Note:- Two runs of 1.5 Sqmm cable, one run of 1.5 Sqmm cable and one run of steel rigid conduit will be measured as one unit.
70
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M&L for street light panel 6KW confirm to IS/IES 60947-4-1 suitable for three phase MCB rating 63 amps on/off timer astronomical, contractor rating for 63 amp including internal wiring in built short circuit protection, IP-54 complete all as specified and directed by Engr-in-charge.
1
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M&L for earthing complete with galvanized steel earth plate electrode 600mm x 600mm x 6mm thick buried directly in ground vertically to a depth not less than 2.5 mtr below ground level with top edge of earth plate at a depth not less than 1.5 mtr connected to and incl galvanized earth lead wire 4.0 mm dia up to 7:5 mtr long by means of nuts, bolts, thimbles, check nuts and washers etc made of galvanized iron connected to earthing test point all as shown in electrical plate No 3 of SSR Part-1 2009 and as specified or indicated and testing on completion incl earth work and excavation in any type of soil PCC (1.3 6) type C1 chamber, precast slab 40mm thick in cement concrete (1.2:4) type B1 with 8 mm dia MS bars reinforced at 10 cm center to center both ways incl funnel with watering pipe wire mesh and lugs, incl test point complete all as specified and as directed
4
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S&F of FRP cable looping boxes with PVC sheet finish inside including MCB SP 1 No, heavy duty PVC connector 4 way terminal strip 01 no & fixed to pole with suitable size clamp with nuts, bolts completed all as specified and directed.
15
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Supply and fixing LED street light fitting 90 watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete all as specified and directed.
15
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S&F of bracket made out of Gi tubing medium grade 40 mm bore, 90 cm long including MS clamps made out of MS flat iron 25 x 10 mm, nuts, bolts, washers etc and including before fixing applying two coats of aluminum paint over a coat of red oxide primer complete all as specified and directed
15
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Dismantling of steel tubular pole 9 mtr/11 mtr long complete deposit to E/M sub division complete all as specified and directed.
4
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Supply and reacting in vertical position steel tubular swaged pole type 410 SP-31 (9 mtr long) with 300mm x 300mm x 6mm mild steel base plate continuous welded to pole, final taper, nut, bolts and screws all as specified including factory painted with two coats of black bituminous paint internally throughout and externally for embedded portion and applying one coat of red oxide primer for the remaining portion and two coats of aluminum paint beyond 1.5 Mtr from ground level/coping and making 30 cm black and white strips with two coats of super enameled paint up to 1.5 Mtr from ground level/caping complete all as specified and directed
15
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