Military Engineer Services Tender
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Costs
EMD
₹ 1,17,400Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_652873_1Tender No
CWE/TKD/GUR/TOKEN-99 OF 2023-24Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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M&L Providing, cement concrete type B1 (using 20mm graded 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 not provided for water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed.
3
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M&L for rendering 15mm thick on fair faces with WPC of brick and concrete surface in CM 1:4 finished even and smooth without using extra cement all as specified (WPC will be measured and paid separately) complete all as specified and directed.
820
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M&L for apply evenly a priming coat paving bitumen with bituminous primer at 4 kg per 10 sqm complete all as specified and directed.
82
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M&L APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150 gms/sqm) land on primed surface by forced application with overlapping 150mm complete all as specified and directed.
820
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M&L preparation of surface two coat of amuminium paint for APP membrane, over 10 cm in width or girth not otherwise described complete all as specified and as directed
820
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Demolition of RCC of any description and any position not other wise specified and provided for portions ordered to be dismantled all as directed by Engr-in-Charge. (Reinforcement cut as required to facilitate demolition)
2
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M&L for gunniting to RCC works in column beams, slabs, chajja, facia, landing, balconies etc by removing/ dismantling of RCC (loose concrete) and cutting of steel bar including plaster cleaning of surfaces with wire brushes and applying apoxy, paint anti corrosice coating of minimum 40-50 microns thick with sikatop Armratec 108 or colusal VL of MC Bauchemie to rusted steel reinforcement after removing cleaning all rust and supply and fixing welded steel wire mesh 75mmx75mm with 4mm dia steel wire as facies/ drops and similar work etc and epoxy based or other equivalent suitable bonding against treatment to be carried out on old concrete surface with sikadur 32 of Sikka. Nito bond EP of fosroc or equivalent (as per manufacturers instruction) to bond old and new concrete mixing @ 2% by weight of cement polycrete and providing gunniting with a minimum pressure of 2 to 2.5 Kg sqcm and applying 35mm thick gunniting in CM 1:2 (One part of cement anf two part of ghaghar sand) using ordinary port land cement of 43 grade over wherever required, complete all as specified and directed by the Engineer-in-Charge.
Note :- (i) After placing the additional reinforcement all concrete surface shall be throughly scrubbing with
(ii) Additional reinforced TMT bars where incorporated in work and including 20mm thick cement plaster in CM 1:4.
(iii) Work to carried out as in patches as directed by the Engineer-in-Charge
(iv) Rate of steel scaffolding as directed to be included in quoted rate.
(v) All demolished material removed from MoD land completely.
54
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M&L for RCC type B-1 1:2:4 using (20 mm graded stone agg) for chajjas/ all places where chipped of as item No 2 complete all as specified and directed
3
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M&L 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 0.9mm dia or securing with clips complete all as specified and directed.
225
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M&L for Mild steel TMT bars 6mm to 8mm 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 0.9mm dia or securing with clips complete all as specified and directed.
70
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Taking down chowkats or frame with shutter (without taking out shutter from the frame) not exceeding 1.50sqm all as specified and directed.
15
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Taking down chowkats or frame with shutter (without taking out shutter from the frame) exceeding 1.50sqm and n exc 4.00 sqm each all as specified and directed.
7
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S&F for pressed steel frames for doors of size 165x60mm with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc.,complete all as specified and directed.
21
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M&L for PCC 1:3:6 type C1 1:3:6 using 20mm graded stone aggregate as in filling back side of pressed steel door frames complete all as specified and directed.
1
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Cutting holes into or through brick walls builtt in CM or cement lime and making good in CM 1:3 n exc half brick thick but not exe one brick for inserting hold fast complete all as specified and directed.
24
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S&F 30mm thick flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides with if one face is covered with decorative face veneer with lippling/ frame to match complete all as specified and directed.
9
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S&F 35mm thick 2nd class hard wood glazed skeleton shutter open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc and fitted to chowkhats complete all as specified and directed.
9
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S&F for stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as specified and directed.
7
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S&F in repair power coated with coating thickness 50 micron anodised aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc. complete all as specified
7
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S&F powder coated with coating thickness 50 micron anodised aluminium door shutters, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, ruber neoprene packing, handles 2 Nos in each door, hinges, anodised aluminum snap beading screws etc. complete all as specified and directed.
4
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S&F sheet glass 4.0 mm thick, ordinary quality and glazing with oil putty in sqares n exc 0.50 sqm in each pane complete all as specified and directed.
6
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M&L for 9mm thick prelaminated interior grade both side laminated board complete all as specified and directed.
2
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S&F 150mm long floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor complete all as specified and directed.
10
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S&F 200mm long for aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified and directed.
8
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S&F 150mm long for aluminium anodised, barrel tower bolts of extruded section and fixed complete all as specified and directed.
12
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S&F 100mm long for aluminium anodised, barrel tower bolts of extruded section and fixed complete all as specified and directed.
16
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S&F 150mm long aluminium handles, cast type, anodised complete all as specified and directed.
12
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S&F 100mm long aluminium handles, cast type, anodised complete all as specified and directed.
16
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S&F 100mm long butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type B-21 complete all as specified and directed.
24
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S&F 100mm long butt hinges, medium weight, cold rolled mild
steel, and fixed with screw or welding required complete all as specified and directed.
18
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S &F 300mm mild steel ordinary rat tail rod pattern springs including roller and roller plate complete all as specified and directed.
4
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M&L for roll formed galvanised prepainted steel section window/ventilater section of frame 72x55 mm fixed to wall or concrete surface with MS hold fast (30X5mm section) 150 mm long made, of galvanized steel powder coated and section of shutter 47x20 mm ,mulion section 72x50 mm (Base steel as per IS 513 "D" quality galvanozed as per IS 277 with zinc of 120 gms/sqm.) glazed shutter and wire gauge shutter prepare to receive wire mesh to the shutter(Double door shutter) with total coated thickness of 0.6 mm including powder coated grill / guard bars made of square bars 10mm dia at 150mm c/c Horizontal spacing fixed in MS flat frame (30x5mm) fixed to windows frame with screws,incl 4 to 5 mm thick sheet glass, 0.36mm stainless steel wire cloth with 1.40mm aperture necessary fittings and all builders hardware such as handles, tower bolts & stays etc. complete all as specified and as directed
17
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S&F curtain rail mild steel, chromium plated with fixing brackets, stops, rollers etc. complete all as specified and directed.
24
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Solid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube, suppling & fixing in opening as per specification & drawing complete all as specified and directed.
25
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S&F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing complete all as specified and directed.
8
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Dismantling existing tanks exc 500 ltrs and n exc 1000 Ltr capacity
3
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S&F 1000 ltrs rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I
3
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S&F in repair ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. (Minimum weight 15mm-142gms/ 2 0 m m - 2 1 0 g m s/ 25mm-455gms/ 40mm - 690 gms)
3
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S&F Tank Adaptor GI 20mm dia complete all as specified and directed.
3
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Taking up or down 15mm bore GI tubing and connections, including cleaning for refixing or removal to store complete all as specified and directed.
15
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Taking up or down 20mm bore GI tubing and connections, including cleaning for refixing or removal to store complete all as specified and directed.
18
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S&F GI tubing medium grade with all fitting and fixed to walls & ceilings or laid in floor, bore of pipe 15mm complete all as specified
25
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S&F GI tubing medium grade with all fitting and fixed to walls & ceilings or laid in floor, bore of pipe 20mm complete all as specified
20
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S&F 20mm bore Stop valves, 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.
3
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Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. complete all as specified and directed.
450
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M&L 10 mm thick rendering in CM 1:6 on vertical surfaces of brick walls finished even and smooth without using extra cement complete all as specified and directed.
220
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M&L 15 mm thick rendering in CM 1:4 on vertical surfaces of brick walls finished even and smooth without using extra cement with using water proofing treatment (WPC will be measured and paid separately) complete all as specified and directed.
150
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M&L for rendering 5mm thick on ceiling on fair faces of concrete surface in CM 1:3 finished even and smooth without using extra cement all as specified
80
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M&L for preparation of new palstered surfaces of walls and applying two coat of oil bound distemper of approved tint, over a coat of 3mm thick wall care putty complete all as specified
220
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M&L for preparation of new palstered surfaces and applying two coats of cement base paint over coat of chak primer on walls, faica and chajja complete all as specified
150
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M&L for preparation of newly plastered surfaces applying 3 coat of white wash on ceiling complete all as specified
80
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M&L for preparation of old decorated surfaces of walls or concrete surface and applying one coat of all weather exterior emulssion paints in comouflaging pattern@ 1.43 litre/ 10 sqm as per new sigma pattern generated by station authority and new sigma pattern approved by the station authority and RGB value variation from 110 to 171 by using 4 to 5 colour shades as per approved pattern at a height n exc 25 mtr as per sample approved by GE complete all as specified and directed by the Engineer-in-Charge
185
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M&L for preparation of new wooden surfaces over 10cm width or girth and applying two coat of sythetic enamel paint over a coat of wood primer
54
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M&L for preparation of new steel surfaces of any description over 10 cm width or girth not otherwise described & applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
30
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Framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165
54
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M&L for preparation of old plastered surfaces on ceiling and applying two coat of white wash complete all as specified and as directed by the Engineer-in-Charge
36
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M&L for preparing of old distermpered surfaces on wall by complete removal of existing treatment and applying two coat of oil emulsion distemper over Birla.JK wall putty 3mm thick complete all as specified and as directed
84
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M&L for preparing of old treated surface by complete removal of existing treatment of wall and applying two coat of cement based paint over a coat of primer complete all as specified and as directed
112
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M&L for preparation of old painted surface of steel and iron work of any description over 10 cm width or girth and appplying one coat of synthetic enamel paint complete all as specified and as directed by the Engineer-in-Charge
10
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S&F in repair Cast iron soil, waste and vent 75mm pipes in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and directed.
10
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S&F for 75mm Cast iron cowls complete all as specified and directed.
3
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Demolition in cement Concrete (unreiforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level)
3
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M&L for 75mm thick PCC 1:3:6 type C2 as in Plith protection finished even and smooth without using extra cement complete all as specified and directed.
42
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S&F in repair wash basins, Vitreous China (flat back or angle back type) size 550mm x 400mm , including cutting for and pinning in ends of brackets or erecting stand but exclusive of fixing of supply and waste pipe complete all as specified and directed.
3
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S&F in repair 15 mm dia bore pillar taps fancyt type, cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixedPillar taps, cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed
3
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Supply only 32 mm dia waste cupling fitting brass chromium plated for basin with long screwed shanks ad fly nuts flange end bedded in red lead cement and other end fixted
3
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S&F 15mm dia bore stop valve of PTMT any colour high pressure screwed for iron pipe and fixed. (Minimum weight 15mm-90gms/ 20mm- 92gms)
3
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S&F in repair PVC connection 15mm size with PTMT nuts of length 450mm of approved quality complete all as specified and directed.
3
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S&F in repair 15mm chromium plated cast copper alloy bib taps fancy type with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed completed all as specified and as directed
3
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S&F in repair 15mm dia bore angle cock with flange chromium plated fancy type with long shank & cup (concealed type) completed all as specified and as directed
8
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S&F in repair vitreous China wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) including connection to trap and to flushing pipe incl cement concrete bedding and connection to antisyphonage pipe etc including CI 'P"/"S" trap dia 100mm thick complete all as specified
3
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S&F in repair 10 ltrs capacity flushing cistern inclusive of brackets and PVC bend long type and connection to flush pipe of any size and pattern with inlet ball valve float and handle complete of approved make
3
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Dismantling floor hearth or wall tiles including cement mortor (but not backing) removing serviciable tiles to store and rubbish off the premses
90
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M&L for Non - skid Ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.6 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to matchas in floor over and including 15mm thick screed bed or bedding layers in CM 1:6 complete all as specified and as directed
15
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M&L for Glazed ceramic coloured tiles in vertical surface 350x 250x 7 mm/ 450X 350X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match 10mm thick rendering in CM 1:4 as in dado
42
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M&L for Virified Ceramic tiles 10mm thick (square/ rectangular) polished dark shed shed, area of each tiles not exceeding 0.36 sqm, in floors over 15mm thick screed bed in CM 1:4 set and jointed in neat cement slurry and pointed in coloured cement to match floor complete all as specified and as directed
110
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-ditto- item No 79 but as in skirting 150mm high in 10mm thick rendering in CM 1:4 complete all as specified and as directed
7
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M&L for Machine cut kota stone slab flooring 20-22mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete including 20 mm thick screed bed or bedding layer in CM 1:6 complete all as specified as directed
6
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M&L for Chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigments including 20mm thick screed bed or bedding layer in CM 1:6 complete all as spec
40
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Supply only liquid water proofing admixture complete all as specified and directed.
26
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Excavating in Trenches, not exc. 1.50m wide and not exc. 10sqm on plan and getting out in Soft/ Loose Soil and not exc 1.5 m deep for sewage pipe line & getting out complete all as specified and as directed.
12
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M&L for PCC 1:3:6 type C-2 using 40mm stone aggregate as in foundation, filling and mass concrete and all as specified
1
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M&L for Brick Work with Sub-Class ‘B’ Bricks (with Old Size Bricks), Straight or Curved on Plan exc. 6m mean Radius, built in Cement Mortar 1:4, complete all as specified and as directed.
1
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M&L for cement concrete for type 'B'-0 1:2:4 as in benching etc complete all as specified and directed
0.35
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M&L for Rendering 15mm thick on Brick Work in Cement Mortar 1:4, finished Plastered Surfaces Even and smooth with out using Extra Cement, complete all as specified and as directed.
10
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M&L for Pre-Cast Factory made RCC 1:2: 4 B1 (20mm Graded Stone Aggregate) as in Cover Slab of Manholes, Similar Articles complete all as specified and as directed.
NOTE : Reinforcement shall be Measured and Paid for separately under relevant Item(s).
0.4
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M&L for TMT Steel Bars 6.0mm to 8.0mm dia, cut to length, bent to shape as required including Cranking, Bending, Hooking Ends and binding with Mild Steel Wire (annealed) not less than 0.9mm dia, complete all as specified and as directed.
30
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M&L reinforced concrete pipes 150mm dia class NP3 laid and jointed complete with collers
33
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M&L for Cement Concrete 1:3:6 (20mm Graded Stone Aggregate) Bed for Drain Pipes of bore 150mm including Packing under and Haunching against the Sides of Pipes after they are laid in Foul Condition and Testing, complete all as specified and as directed.
31
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Returning, Filling in, including Spreading, Levelling, Watering and Well Ramming in Layers not exc. 250mm in Soft/Loose Soil, complete all as specified and as directed.
6
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Removing excavated Materials not exc 50m and depositing where directed at level not exc 1.5m above the starting point
6
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M&L for septic tank of size 2.3x1.1x1.3m designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, vent shaft, connection etc complete for 10 users
1
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Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6 wall of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of brick masonary in CM, RCC ocer slab in M25/ SFRC cover, interconnecting pipes of RCC/ DWC complete filled with brick bats of size 1.8m dia and 3.0m depth
1
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Schedule ‘A’ Part-II (B/R Work)
-
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Surface dressing n exc 15 cm deep soft and loose soil
1232
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M&L for demolition of brickwork or stone/ boulder masonry, built in lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles
30
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M&L for demolition of unreinforced cement concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level)
12
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M&L for Surface exc in soft/loose soil n.exc 30 cm deep and averaging 15 cm deep and getting out.
300
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Excavation in trenches in soft/loose soil not exc 1.5m wide & not exc 1.5m in depth for foundation and manholes etc n.exc 10 Sqm on plan andmgetting out complete all as specified and directed.
24
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M &L for cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundation and mass concrete and subbase including necessary form work in required complete all as specified and directed.
4
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M&L form work to sides of concrete foundations,footing,bases of columns raft and raft beams,sides and soffits (if any) of foundation and plinth beam and similar work finishing even and rough surfaces complete all as specified and directed.
80
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M&L for form work to sides of pillars,posts,struts piers,columns and stanchions for finishing even and rough surfaces complete all as specified and directed.
82
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Formwork to 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.
55
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M&L Formwork to chullah hoods, chajjas, troughs and similar items including edges
16
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S&F TMT bars 10mm dia and over out to length bent to shape required (ranking,bending spirally and binded with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
1189
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S&F TMT bars 6mm to 8mm m dia and over out to length bent to shape required (ranking,bending spirally and binded with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
40
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All as per Srl item No 10 here-in-before but 6mm to 8mm dia etc but as in stirups
550
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M&L for RCC 1:2 : 4 type B, (using 20mm graded crushed stone aggregate ) as in Foundations, including rafts, footings, foundation, plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete upto ground level complete all as spd and directed.
12
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M&L for RCC 1:2:4 type B, (using 20mm graded aggregate ) as in Columns, pillars, lintels, bends piers, posts and struts complete all as spd and directed.
5
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M&L for RCC 1:2:4 type B, (using 20mm graded aggregate ) Beams, cantilevers, bressummers,
lintels over 1.5m span complete all as spd and directed.
4
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M&L for RCC 1:2 :4 type B, (using 20mm graded crushed stone aggregate ) as in chajja complete all as spd and directed.
3
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M & L for brick work using sub class 'B' old size bricks straight or curved on plan exc 6m meanradius built in CM 1:6 complete all as specified and directed.
60
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M&L for rendering 10mm thick in cement mortar 1:6 on any type of face of brick work or concrete surfaces including surfaces to be finished even and smooth without using extra cement complete all as specified and directed.
270
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M&L for rendering 15mm thick in two layers first layer 10mm thick and second layer 5mm thick in cement mortar 1:6 on any type of face of brick work or concrete surfaces including surfaces to be finished even and smooth without using extra cement with water proofing compound complete all as specified and directed. (Note : WPC will be mearsured and paid separately)
300
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Supply only integral water proofing compound.
85
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M&L for Sand filling under floors or in foundations including watering and consolidation
30
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M & L for hard core using broken stone of gauge n.exc 63mm deposited,spreading and levelled in layers n.exc 15cm thick, watered and rammed to a true surface.
37
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M &L for 100mm thick cement concrete 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate as in floor & plinth protection including finishes the surfaces even and smooth without using extra cement.
245
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M &L for 50mm thick cement concrete 1:2:4 type B-2 (using 40 mm graded crushed stone aggregate as in floor finishes the surfaces even and smooth without using extra cement.
200
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M&L for glass dividing strip 3mm thick 28 mm width all as directed
170
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S&F for 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 as specified
240
-
-
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S&F for Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified
30
-
-
... More
S&F for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) Fe 410 -W (Gde-E- 250) quality A including distance pieces, cleats etc.
3220
-
-
... More
S&F for Mild steel screw bolts (machine made) exc 5cm but not exc 10cm long with hexagonal or square heads at one end and screwed the other, orscrewed both ends, eachscrewed end to be fitted with washers and one hexagonal or square nut, diameter of nece 5 to 10mm
45
-
-
... More
Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, Fe 410 -W (Gde-E- 250) quality Aetc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete
220
-
-
... More
S&F Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded
7
-
-
... More
S&F Mild steel barrel tower bolts 75mm long , stove enamelled black, with bright bolt and fixed
32
-
-
... More
S&F 3mm thick sheet glass, ordinary quality and with oil putty in square n exc 0.5 sqmin each pane complete all as specified and directed.
7
-
-
... More
S & F Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as specified and directed.
7
-
-
... More
M&L for preparation of new steel surfaces of any description over 10 cm width or girth not otherwise described & applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
75
-
-
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M & L for 2 coats of Oil bound distemer over a coat of Chalk whiting on plastered surfaces incl prepara-tory on walls including preparation of newly plastered wall surfaces .
270
-
-
... More
M & L for 2 coats of cement base paints on walls including preparations of newly plastered surfaces complete all as specified and directed.
300
-
-
... More
Treating the back fill in contact with foundation at the rate of 7.5 litres of emulsion per Sqm of vertical surface.
71
-
-
... More
Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per sqm of surface area.
27
-
-
... More
Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface
245
-
-
... More
Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall
62
-
-
... More
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed
7
-
-
... More
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point
17
-
-
... More
Schedule ‘A’ Part-III (B/R Road Work)
-
-
-
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M&L for demolition in cement concrete (Unreinforced) of any description and in any position not otherwise specifically provided for
0.5
-
-
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M&L for Joist, channel, angle, or tee sections, fixed independently, without connection plate, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) Fe 410-W (Gde-E-250) all as directed by Engr-in-Charge
6450
-
-
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M&L for expanded metal, weight exc 4/Kg per sqm, cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members weight complete all as specified and as directed
1580
-
-
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M&L for 300mm long Mild steel sliding door bolts, plate type, stove enamelled black, with bright bolt not less than 12mm dia with and
including a minimum of 6 bolts and nuts, four on bolt plate and
two on staple plate and fixed complete all as specified and as directed
2
-
-
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M&L Preparation new steel surface exc 10 cm width/girth one coat red oxide primer and two coat synthetic enamal paint all as specified and directed by Engineer-in-charge
500
-
-
... More
Surface excavation not exceeding 30cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and as directed.
166
-
-
... More
Rolling and consolidating formation surfaces in cutting with power roller exceeding 8 tonne but not exceeding 12 tonne to a uniform smooth surface complete all as specified and as directed.
17
-
-
... More
M&L for 150mm soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified
17
-
-
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M&L for 150 mm thick (compacted thickness) WBM in two layers each of 75mm with coarse aggregates of grading 2 (63 to 40 mm size) or of grading 3 of (50 to 20mm size) spread rolled and consolidated to gradient and camber required
17
-
-
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Providing and laying Dry Lean Concrete (DLC) 150 mm thick of aggregate gradation as per table 1 of Sp 49:2014 having 7 days compressive strength not less than 7 MPa. Miniumum cement content not less than 140Kg/cum DLC mixed in batching plant, transported to site and laid by electronic sensor paver including spreading and compacting using high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum dry density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MoRTH specification for raod and bridge work 2013.
67
-
-
... More
Supply and laying 150 micron polythene film black, laid properly in floors complete all as specified and as directed.
448
-
-
... More
Material and labour for 150mm thick design mix cement concrete work in Pavement/hardstanding of flexural strength 40 kg/Sqcm in field using cement not less than 400 kg/Cum including laying at site spreading and compacting machanically by using vibratory needle, levelling to required slope/camber, finishing with required texture, and steel formwork sith sturdy M.S Channel sections, curing as specified for better strength complete all as specified and directed.
Note:- (i) The quoted rate shall be inclusive of design mix through IITs/NITs/Gov Institute/Govt approved Lab.
(ii) The design of concrete mix shall be carried out considering flexural strength not less than 40 Kg/sqcm.
(iii) The contractor shall be first got approved the batching plant by GE before placing order.
67
-
-
... More
Material and labour for finishing surfaces of concrete pavements/road by brooming complete all as specified and as directed.
45
-
-
... More
Material and labour for forming 20mm thick expansion joint filled with preformed bituminous filler and top 30mm primed and sealed with sealing compound, grade 'A' confirming to IS 1834 making the joints dust free with high pressure air jet cleaners, thickness of conrete slab 200mm complete all as specified and as directed.
2
-
-
... More
Material and labour for forming contraction (dummy) joint 50 mm deep and 10 mm wide and sealed with sealing compound grade 'A' conforming to IS: 1834 complete all as specified and as directed.
12
-
-
... More
Removing excavated material not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed.
25
-
-
... More
Material and labour for continuous brick edging with width equal to width of brick laid dry on end vertically with burnt clay bricks of sub class B, including embedding bricks in ground to depth indicated and tamping ground around bricks and removal of surplus soil to outside defence land complete all as specified and as directed.
165
-
-
... More
M&L for forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and as directed.
34
-
-
... More
Material and labour for mild steel TMT bars 6mm to 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 0.90 mm dia or securing with clips complete all as specified and as directed.
651
-
-
... More
Schedule of Credit
-
-21895
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