Military Engineer Services Tender
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Costs
EMD
₹ 2,04,830Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_696918_1Tender No
CWE/AMB/NORTH-70 OF 2024-25Tender 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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Removal of excavated material to a distance n exc 50 m and depositing at a level n exc 1.5 m above the starting point complete all as specified and as directed.
53.2
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M&L cement concrete (1:4:8) type D–2 (using 40mm graded crushed stone aggregate) as in foudation, filling, sub base and mass concrete complete all as specified and as directed.
6
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M&L for reinforced cement concrete M–25 (Design Mix) (using 20mm graded crushed stone aggregate) 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 as directed.
17
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M&L for reinforced cement concrete M–25 (Design Mix) (using 20mm graded crushed stone aggregate) in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed.
12
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M&L for reinforced cement concrete M–25 (Design Mix) (using 20mm graded crushed stone aggregate) 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 as directed.
16
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M&L for reinforced cement concrete M–25 (Design Mix) (using 20mm graded crushed stone aggregate) columns, pillars, piers, posts and struts complete all as specified and as directed.
5.2
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M&L for form work to soffits of suspended slabs such as roof slabs floor slabs and similar work n exc 200mm thick finished rough complete all as specified and as directed.
110
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M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work, vertical or to batter flat rough finidshed complete all as specified and as directed.
68
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M&L for formwork to sides of pillars, posts, struts piers, columns and stanchions flat rough finished complete all as specified and as directed.
60
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M&L for formwork to sides and soffits roof beams, lintels flat finished rough complete all as specified and as directed.
80
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M&L for TMT steel bars 10mm dia and over cut to length bent to shape reqd incl cranking bending spirally for hooping for columns hooking ends and binding with m.s wire annealed not less than 0.9mm dia complete all as specified and as directed.
3900
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Material and labour for Mild steel TMT bars 8mm dia 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 all as specified and as directed.
830
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M&L for brick work with sub class 'B' bricks in straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and directed
48
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M&L for brickwork with sub class 'B' bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified and as directed by the Engineer–in–Charge
114
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M&L for rendering 5 mm thick on fair faces of concrete surfaces in ceilings in cement mortar 1:3 and finished fair and even without using extra cement complete all as specified and as directed.
110
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M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished smooth and even without using extra cement complete all as specified and as directed.
80
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M&L for rough cast plastering including 15 mm thick rendering in cement plaster 1:3 complete as specified in SSR Part–I clause 14.22 as given. Note : Rough cast finish : After applying under coat of cement mortar 1:3 not less than 10 mm thick and while still it is in plastic state the rough cast mixture consisting of crushed stone or fine gravel aggregate which is generally of size between 6 to 12 mm depending on texture required mixed with coarse sand and cement in the ratio 1:1 shall be applied.
170
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Supply only integral water proofing compound complete all as specified and as directed.
31.55
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M&L for preparing newly plastered or unplastered surfaces of ceilings and applying three coats of white wash complete all as specified and as directed.
110
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M&L for preparing new plastered or unplastered surfaces and applying two coats of cement base paint on surfaces of walls over a coat of primer complete all as specified and as directed.
170
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M&L for preparation of newly plastered or unplastered surfaces of walls and applying two coats of oil emulsion distemper after preparation of surfaces complete all as specified and as directed.
80
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M&L for non–skid ceramic coloured tiles (square /rectengular) 7 to 8 mm thick, area of each tile exc 0.11 sqm but not exc 0.18 sqm as in floors, set and jointed in neat cement slurry and pointed in coloured cement to match the surface including screed bed or bedding layer 15 mm thick in cement mortar 1:4 for laying floor finishes complete all as specified and as directed.
95
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M&L glazed ceramic coloured tiles in vertical surfacaes /skirtings /dados 600 x 300 x 7mm /450x300x7mm thick set set and jointed in neat cement slurry and pointed in white or coloured cement mixed with pigment including 10mm thick rendering on fair faces of brick /concrete surfaces in cement mortar 1:4 and finished even and fair for receiving tiles complete all as specified and as directed.
220
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M&L for 20mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed
12
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M&L for providing 50 mm thick cement concrete 1:3:6 type C–2 (using 40mm graded crushed stone aggregates) as in plinth protection laid in alternate bays (n exc 2 Sqm each) and finished even and smooth without using extra cement and providing joints throughout the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight complete all as specified and as directed.
46
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S&F factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other frames/ chowkhat of size 45 x 70 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum comp ressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant complete all as specified and directed.
98
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S&F factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of 30mm size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk SS screws, all as per direction of Engineer-in-Charge. (Note: stainless steel butt hinges and necessary SS screws shall be paid separately) complete all as specified and as directed by the Engr–in–charge.
34
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S&F box type ventilators glazed /gauged including MS grills of square section 8mm dia @ 100 c/c completes with glazing bars dovetailed or welded, including two coat of synthetic enamel ordinary tint paint over a coat of red oxide primerr including taking out existing ventilator complete all as specified
8
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S&F galvanised mild steel wire cloth 0.63mm nominal dia of wire and avg width of aperture 1.18mm complete all as specified and as directed.
4
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S&F 3 mm thick sheet glass ordinary quality and glazing with oil putty in squares n exe 0.5 sqm each pane complete all as specified and as directed.
4
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S&F 150 mm long aluminium handle cast type anodised all as specified.
40
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S&F 150 mm long aluminium anodised barrel tower bolts of extruded section and fixed complete all as specified.
40
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S&F SS butt hinges 100 mm long medium weight and fixed complete all as specified.
60
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S&F for vitreous china urinal, half stall type (white) including waste coupling flush pipe, spreader and waste pipe complete all as specified and as directed by Engr–in–Charge.
8
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S&F vitreous china white wash hand basin flat back white in colour ISI marked of size 550mm x 400mm with chromium plated waste coupling and 32mm bore pvc corrugated waste pipe 900mm long fixed to walls with CI breckets 2 Nos embedded in CM 1:4 type complete all as specified.
8
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S&F viterous china squatting pan "Orrisa" pattern size 580 x 440mm white with "P" and "S" trap front or back inlet etc including connectipon to trap and to flishing to pipe, anti syphonage pipe etc incl provisioning of lime concrete complete all as specified.
12
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S&F 10 ltr PVC valveless syphonic action type flushing cistern with brackets flush pipe etc complete including inlet ball valve float and handle including brackets of approved make including all connections & flush pipes for WC complete all as specified.
12
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M&L galvanised iron tubing 20 mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floors as complete all as specified and as directed by the Engineer–in–Charge.
90
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M&L galvanised iron tubing 15mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floors as complete all as specified and as directed by the Engineer–in–Charge.
250
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Cutting chases, pinning in making good to facing where required and pointing in CM 1:3 to edges of landing, steps, cills, sunshades, shelves, lintel etc. and cutting chases for concealed water tubing etc and making good cutting n. exc 10 cm girth complete all as specified.
90
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S&F 15mm bore stop valves (concealed type) chromium plated fancy type long shank and cup, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and directed.
8
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S&F 15mm bore stop valves /angle valve chromium plated fancy type, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and directed.
52
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S&F bib taps 15mm dia chromium plated with crutch or butterfly handle screwed down for iron pipe and fixed complete all as specified.
28
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S&F CP Soap dish 100mmx50mm complete all as speicified and directed.
16
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S&F glass sheet assembly consisting of 5.5mm thick sheet glass shelf 12cm wide with chromium plated bracket guard and railing 60cm long complete all as specified and directed
8
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S&F pvc connection 15mm size PTMT nuts at both end of length 450mm complete all as specified and directed.
52
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S&F 15mm bore pillar taps cast copper alloy, with capstan heads, chromium plated, screwed down, fancy type high pressure, with or without lettred 'HOT or COLD' with long screwed sunk and fly nuts complete all as specified and directed.
8
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S&F 450 x 600mm belevelled edge mirror 5mm thick of selected quality glass mounted on 6mm thick AC bldg board or commercial plywood and fixed to wooden plugs with CP brass screws and cup washer complete all as specified.
16
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S&F brass chromium plated tubular towel rail, 20mm dia, D type, 60cm long between flanges complete all as specified and as directed by the Engineer–in–Charge
8
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S&F Brass chromium plated shower rose 150 x150mm size with 600mm long shower arm complete all as specified and as direced by the Engineer–in–charge.
8
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S&F PVC corner shelve fixed with screws complete all as specified and directed
8
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S&F CP Towel ring round between flanges including fixing with brass screws complete all as specified.
8
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M&L for 75mm bore cast iron floor trap, with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and as directed by the Engineer–in–Charge
8
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S&F 100mm cast iron (spun) soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and as directed by the Engineer–in–Charge
40
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S&F 75mm cast iron (spun) soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and as directed by the Engineer–in–Charge
60
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S&F 100mm bore cast iron (spun) bends (any radius), diminishing pieces or tapers (larger bore measured) complete all as specified
12
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S&F 75mm bore cast iron (spun) bends (any radius), diminishing pieces or tapers (larger bore measured) complete all as specified
12
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S&F 100mm bore cast iron (spun) cowls, complete all as specified
12
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Supply and fixing water storage tank, 500 ltr capacity, HDPE triple layer, white colour, conforming to IS, fixed and hoisted in position on staging or roof complete with locking arrangement including over flow pipe, air lock pipe, brass valve 20 mm dia high pressure with polythene float and flynut, screwed and suitable for iron pipe 20 mm bore and including 20mm bore tank nipple & one 20mm GI union at outlet all as specified in SSR Part–I complete all as specified and as directed by the Engineer–in–Charge.
16
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S&F for 20mm bore Gun–metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe complete all as specified and directed.
32
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M&L priming roof surfaces and applying water proofing treatment over roofs comprising of the following, complete all as specified & as directed :–
(i) Applying oil bound bitumineous primer at the rate of 0.40 liters/sqm as per IS 3384–1986 on prepared surfaces. Surface shall be kept free till the moment, the primer is impregnated and the solvent oil in primer is evaporated.
(ii) Laying 3mm thick APP polymeric water proofing membrane of weight not less than 3.6 Kg/Sqm, black finished reinforced with non woven polyster matt, with a thermo fusible finish, torching overlaps with a propane or butane gas torch, with a overlap of 75mm at sides and 100mm at the ends and sealing including applaying a coat of cold emulsion bitumineous primer all as per manufacturer's instruction including prepration of surface.
(iii) Applying one coat of hot straight run bitumin grade 30/40 (Grade S–35) confirming to IS–73 at the rate of 1.2 Kg/Sqm. Note :– The water proofing treatment shall be carried out by manufacturer or his authorized applicators in terms of clause 11.43 of MES Sch Part–1 (2009)
138
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M&L for providing precast cement concrete Type B–1, 1:2:4 (using 20mm graded crushed stone aggregate) in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone walling) corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in mortar 1:6 complete with joints to match complete all as specified.
1
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M&L for 25mm thick cement concrete type B–1, 1:2:4 (20mm graded crushed stone aggregate) as in sub base of floor complete all as specified.
95
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S&F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to floors complete all as specified and as directed by the Engineer–in–Charge
90
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M&L for cement concrete bed 1:3:6, Type C–2 (using 40mm graded crushed stone aggregate) to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed
90
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M&L for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B–1 smooth finished, and reforming benching as required, internal dia of pipe 150 mm complete all as specified and as directed
4
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SCHEDULE A PART II (ROAD WORK)
Surface excavation in soft/loose soil n exc 30 cm deep and averaging 24 cm deep and getting out including clearing all grass vegetation, saplings, bushes, wood under growth and trees n exc 30 cm girth complete as all specified and directed.
2060
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Excavating over areas, not exceeding 1.50 m deep and getting out in hard/dense soil, complete all as specified and as directed.
331.25
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Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point
640.25
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Soil stabilisation of 150mm sub grade soil by belnding of cement with soil stabilization by mixing with 2% cement by weight through mechanical operation and rolling the mixture and consolidation the surface (600 mm thick compacted thickness) in layers, each shall not beless than 100 mm thick & not more than 200 mm thick (compacted thickness) and rolled with 8 to 12 tonne vibrator roller all as specified and directed to achieve soaked CBR value of minimum 8% and K - value 5 Kg / cm 3 , finishing to required shape & size complete.
1648
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Rolling and consolidating formation surfaces in cutting with power roller exc 8 tonne & n exc 12 tonne complete all as specified and directed.
241.05
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M&L for forming embankment filling with approached earth obtained from out of MD land including spreading leveling, watering, ramming mechanical operation and rolling the mixture and consolidation the surface finishing to required shape & size complete all as specified and directed. (For purpose of measurement & payment the compacted embankment shall be measured.)
1854
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M&L for laying and compacting 150mm thick (compacted thickness) Granular Sub Base Course (GSB) garding as per Grade II as specified table 400–1 of MoRTH specifications for road and bridge works, 2013, in a two layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag, or combination of thereof as per the grading required. The materials are mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate capacity and rolling with vibratory roller of capacity 80–100 KN static weight for achieving required compaction density of atleast 98% of the maximum dry density. consolidating to required gradient and camber complete all as specified and directed with finished surface tolarances as per Table 900–1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and directed.
241.05
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M&L for laying and compacted 225mm 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 paver and rolling with vibratory roller of capacity 80–100 KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900–1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and directed.
241.05
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M&L for preparation of unsurfaced Wet Mix Macadam surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with air compressor to remove all loose dirt etc and applying evenly a tack coat of cationic bitumen emulsion RS–1 confirming to IS:8887 @ of 7.5 Kg per 10 sqm complete all as specified and as directed.
241.05
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M&L for premixed, bituminous macadam using 4% binder content of paving bitumen of grade VG–30, by weight of total mix, rolled and compacted with 8 to 12 tonne power road roller to required gradient and camber using full width mechanical sensor paver with string sensor (consolidated thickness not exceeding 75 mm) complete all as specified and directed.
Note: The quoted rate shall deem to include for preparation of level sheets by contractor before laying ADC over BM as directed at site.
120.53
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M&L for preparation of black top surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with air compressor to remove all loose dirt etc and applying evenly a tack coat of cationic bitumen emulsion RS1 confirming to IS:8887 @ of 2.5 Kg per 10 sqm complete all as specified and as directed.
241.05
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Material and Labour for laying bituminous premix asphaltic dense concrete 30mm (consolidated thickness) using with 6% of binder content by weight of total mix, rolled and compacted to required camber and gradient using mechanical paver and rolled with 10–12 tonne capacity vibratory road roller rolled to uniform smooth surface complete all as specified and as directed.
241.05
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M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm 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.
Note: The road marking machine shall be approved by GE.
82.75
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Supply and fixing in repair 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 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed by Engr–in–Charge.
9
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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 65mm) 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 manufactures instructions etc. all as specified and directed
27
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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 directed.
29.79
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Excavation over areas not exc. 1.5 m deep and getting out in loose/soft soil complete all as specified and directed.
56.2
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M&L for cement concrete ete in foundation, fillings & mass concrete 1:4:8 type D-2 using 40 mm graded aggregate as in foundation filling and mass concrete complete all as specified and as directed.
6.24
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S & F reinforced concrete pipes 600 mm dia bore, class NP2, laid and jointed complete with collars etc all as specified and directed.
21.35
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M & L brick work with sub class 'B' bricks, straight or curved on plan exc. 6 mtr mean radius built in cement mortar 1:6 complete all as specified and directed.
3.89
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M&L for rendering 15mm thick in cement mortor 1:4 on fair faces of brickwork or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.
23.72
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M & L for providing cement concrete type B1, 1 : 2 : 4 (20 mm graded aggregate) as in roof kerbs or mud stops, copings slightly rounded or chamfored angles and throating including necessary formwork complete all as specified and directed .
0.11
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M & L for preparation of new plastered surfaces of walls and applying three coats of white wash complete all as specified and directed .
25.8
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Returning filling in including spreading levelling watering and wall ramming in layers n.exc 25cm in in any type of soilcomplete all as specified and directed.
52.31
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Removing excavated soil n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point.
3.89
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M&L for hardcore of gauge n exc 63mm, deposited, spread and levelled in layers n exc 15cm thick watered and rammed to a true surface complete all as specified and as directed.
60
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M&L for 100mm thick cement concrete type D–2, 1:4:8 (40mm graded crushed stone aggregate) as in sub base of floor complete all as specified.
600
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M&L for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M–35 grade with approved colour, design & pattern as in footparth, 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 fine 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand with grey cement and no pigments complete all as specified and as directed.
600
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M&L for providing, cement concrete type B–1, 1:2:4 (using 12.50 mm graded crushed stone aggregate) in roof kerbs or mud stops, rounded or chamfered on edges 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, as directed
0.5
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SCHEDULE A PART III (BOUNDARY WALL WITH CHAIN LINK FENCING)
Excavating in trenches, in soft/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
393.27
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.
200
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Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point
193.27
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PCC 1:4:8 type D2 (40mm graded aggregate) as in sub bases, sub flooring finished even and rough.
33
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Material and labour for providing RCC M-25 (Design Mix) (using 20mm graded crushed stone aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; complete all as specified and as directed.
61
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Formwork to rough finished sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter.
115
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Material and labour for providing RCC M-25 (Design Mix) (using 20mm graded crushed stone aggregate)as in column, pillars, piers, posts and struts including necessary formwork /scaffolding if reqd complete all as specified and directed.
40
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Formwork to rough finished sides of pillars, posts, struts, piers, columns and stanchions
364
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Formwork to rough finished sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc.
245
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Material and labour for providing RCC M-25 (Design Mix) (using 20mm graded crushed stone aggregate) as 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, as directed
16
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Material and labour for Mild steel TMT bars 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 0.9 mm dia all as specified and as directed.
6760
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Material and labour for Mild steel TMT bars 8mm dia 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 all as specified and as directed.
2750
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M&L for brick work with sub class 'B' old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 (work to be carried out in foul condition in drain work) complete all as specified and as directed by the Engineer–in–Charge.
125
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Material and labour for rendering 15 mm thick on fair faces of brick work or concrete wall surfaces in CM 1:6 surface finished even & smooth without using extra cement complete all as specified and as directed.
1150
-
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M&L preparation of new plastered surface of wall and applying two coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces.
1150
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S&F for mild steel section of any type or size as in 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 as directed by the Engineer–in–Charge.
1500
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S&F for mild steel screw bolts (machine made) of 10 mm dia, with hexagonal or square heads at one end and screwed the other and screwed end to be fitted with round washers and one hexagonal or square nut, length of bolt n exc 5 cm long complete all as specified and as directed
35
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Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and as directed.
360
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Supply only 4mm dia wire chain link fencing (mesh size 100x100mm) including line wires, any mesh size and type to any type of standards complete all as directed.
1620
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S&F mild steel round bars 10mm dia and over, cut to length, bent to shape required, including cranking, hooking ends complete all as specified and as directed by the Engineer–in–Charge.
530
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M&L preparation of new steel and iron surfaces of any description, not otherwise dscribed, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.
30
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M&L for MS gate made of rolled mild steel framed work as in door or gates (ornamental and intricate design of door) of angle or other section with gusset plates, rails, braces etc. complete drilled for fixing of steel sheeting or other covering, doors, etc to be prepared for hanging or sliding with and including either hooks and hinges and steel hanging door fitting (exclusive of steel sheeting or other covering, running rails and guides) and hanging also fastening and fixing conforming to Fe–410 (Gde E–250) quality 'A' coincl two RCC pillars with granite complete all as specified and as directed.
3239
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Dismantling fencing wire mesh, any type
10
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M & L PCC 1:3:6, type C2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete.
12.9
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M & L for cement concrete 1:2:4 type B1 using 20 mm graded aggregate as in surface channels and drains complete all as specified and directed
4.5
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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., complete all as specified and directed
301.62
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M & L old size brick work with sub class 'B' bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified and directed.
108
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M & L brick work with sub class 'B' bricks, straight or curved on plan exc. 6 mtr mean radius built in cement mortar 1:6 complete all as specified and directed.
15.87
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M & L for cement concrete 1 : 2 : 4 type B 0 (using 12.5 mm graded stone aggregate ) as in coping, for water trough and the like including weathering, slightly rounded or chamfered angles and throating etc incl necessary form work etc complete all as specified and directed.
6.9
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-
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M & L for flush pointing to brick walls in cement mortar 1:3 complete all as specified and directed
10.8
-
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