Military Engineer Services Tender
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Military Engineer Services - MES Tender
Electrical and Electronics
Electrical Works
Eprocure
Opening Date6 Jan 2025
Closing Date25 Jan 2025
Tender Amount₹ 43,70,000
Costs
EMD
₹ 87,400Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_691958_1Tender No
8389/E8Tender 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
BOQ Items
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Removing surplus soil n.exc 50 mtr away deposited where directed n.exc 1.50 mtr high from the starting point all as specified and directed by Engineer -in - Charge
25
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M&L for PCC (1:2 :4) type B-02 using 40mm graded stone agg as in foundations, filling & mass concrete.complete all as specified and directed by Engineer -in - Charge
6.4
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M&L for cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) as in coping benching for manholes etc including weathering slighting rounded or chamfered angles and throuting including necessary formwork as directed by Engineer-in-Charge.
2
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M&L for walling Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width in 1:3:6 type C1 20mm graded aggregate set in cement mortar 1:6 complete all as specified ans directed by Engineer-in-Charge
6
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M&L for RCC 1:2:4 type B1 using 20mm graded broken stone aggregate as in precast cover slab for man hole etc. and setting in cement mortar 1:4 complete (Note:- Reinforcement shall be measured and paid seprately ) all as specified and as directed by Engineer -in - Charge
5
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Supply only integral water proofing compound all as specified and as directed by Engineer -in - Charge .
20
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M & L for Cutting holes in brick walls exc half bricks but nexc one brick built in cement mortar or cement lime mortar for inserting holdfasts and making good dismantled portion in cm (1:3) or cement concrete (1:2:4) type B1 as required all as specified and as directed by Engineer -in - Charge
96
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S&F IInd class hard wood plain, solid, straight chowkat and frame wrought framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints all as specified and as directed by Engineer -in - Charge
0.5
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S&F for 35mm thick IInd class hard wood glazed and skelton shutters divided into squares with plain chamfered or reounded miltred and related sash bars number to received glass gauze etc edges of framing plain chamfered or reounded fitted with cut and mitred beads for securing glass etc size of members of shutters as specified in SSR Part-I section 8 clause 8.20(a) supplied and fitted to chawkats all as specified and as directed by Engineer -in - Charge
24
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S&F 35mm thick IInd class HW rail and style plain framed panelled factory made shutter (Two panel) with lock rail and panel of 9mm BWP,commercial ply or 12mm veneered particle beard with commercial veneering on both faces. The size of rail and stile as per IS :1003 (Part-I) kiln and chemically pressure treated all as specified and as directed by Engineer -in - Charge
40
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Taking down chowkhats or frames not exc 1.5 sqm with shutters (without taking off shutters from the frames) complete all as specified and as directed by Engineer-in-charge
40
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Taking down door Chowkat Exc 1.5 sqm but not exc 4 sqm each (without taking off shutters from the frames) complete all as specified and as directed by Engineer-in-charge
16
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Taking down Shutters of any description n exc 1 sqm each complete all as specified and as directed by Engineer-in-charge
32
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Repairs to shutters of any description n. exc 1 sqm each easing & adjusting without taking down complete all as specified and as directed by Engineer-in-charge
60
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Taking down Shutters exc 1 sq. m and n exc 2 sq. m each complete all as specified and as directed by Engineer-in-charge
16
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Repairs to shutters of any description easing & adjusting without taking down area exc 1 sqm but n. exc 2 sqm complete all as specified and as directed by Engineer-in-charge
60
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S&F Factory made solid panel pace door shutter 30mm 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 heaving a PVC sheet strip of 20mm width suck 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 wedded/ sealed to the stiles, & rails with suitable PVC sheet beading, and joined together with solvent cement, supplying & fixing in the frame at site as per specification & drawing all as specified and as directed by Engineer -in - Charge
31.3
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S&F Solid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S Square tube, supplying & fixing in opening as per specification & drawing complete all as specified and as directed by Engineer-in-charge
75
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S&Fin repai aluminium anodized barrel tower bolt extruded section and fixed 150mm long all as specified and as directed by Engineer -in - Charge
100
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S&F aluminium anodized barrel tower bolt extruded section and fixed 200mm long all as specified and as directed by Engineer -in - Charge
112
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S&F Aluminium alloy, anodised, sliding door bolt with hasp, 300mm long 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 sfpd and directed Make-classic/Shalimar etc equivalent ISI Marked complete all as specified and as directed by Engineer -in - Charge
48
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S&F but hinges stainless steel 100mm long complete all as specified and as directed by Engineer -in - Charge
168
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S&F in repai but hinges stainless steel 100mm long complete all as specified and as directed by Engineer -in - Charge
200
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S&F Mild steel 300mm ordinary rat tail rod pettern springs including roller and roller plate complete all as specified and as directed by Engineer-in-charge
15
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S&Fin repair mild steel 300mm ordinary rat tail rod pettern springs including roller and roller plate complete all as specified and as directed by Engineer-in-charge
30
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S&F in repair extruded aluminium alloy handles 100mm fabricated type, anodised complete all as specified and as directed by Engineer-in-charge
100
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S&F extruded aluminium alloy handles 150mm fabricated type, anodised complete all as specified and as directed by Engineer -in - Charge
112
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S&F in repair Drapery curtain rod/ Harrison rails of anodised aluminium alloy complete with MS brackets golden colour rings and sode caps fixed in position by drilling holes in walls and fixed the brackets with rawl plug and steel screw complete all as specified and as directed by Engineer-in-charge
130
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S&F in repair brass CP Tubular towel rail, 20mm dia, D type, 60cm long between flanges complete all as specified as directed by engineer-in-charge
16
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S&F in repair floor door stopper of aluminium alloy body and tongue anodised with hard drawn steel spring fixed in floor with overall length of cover plate 140mm complete all as specified and as directed by Engineer-in-charge
150
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S&F in repair Stainless steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18 mm and fixed with stainless steel wire staples complete all as specified and as directed by Engineer-in-charge
200
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S&F Stainless steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18 mm and fixed with stainless steel wire staples complete all as specified and as directed by Engineer-in-charge
5
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S&F Bands, straps,supports or stays for rainwater pipes, hold fasts etc complete all as specified and conforming to Fe-290 Gde-E-165 etc. complete all as specified and as directed by Engineer-in-charge
5
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M & L for TMT bars 10 mm dia and over, cut to length bend to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality confirming to TMT barscomplete all as specified and as directed by Engineer-in-charge
400
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Ditto-all as per Srl item No 37.00 above but 6 mm to 8 mm dia, quality confirming to Fe 410-S or Fe 410-0,complete all as specified and as directed by Engineer-in-charge
140
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S&F in repair Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanized mild steel wire complete all as specified and directed by Engineer-in-Charge
10
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M&L Cement concrete 100mm thick type B-2 (Using 40mm graded crushed stone aggregate) as in sub base of floor ,complete all as specified and as directed by Engineer-in-charge
250
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M&L Machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 60mm thickness, M-30 Gde ,complete all as specified and as directed by Engineer-in-charge
70
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Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified as directed by engineer-in-charge.
90
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M&L for 3mm thick one coat of wall care putty on wall, complete all as specified and as directed by Engineer-in-charge.
400
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M&L for 3mm thick one coat of wall care putty on ceiling, complete all as specified and as directed by Engineer-in-charge.
150
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Taking down cement plaster on brick or stone walls etc incl racking out joints, hacking for key scrubbing down with water etc, complete all as specified and as directed by Engineer-in-charge.
250
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S&F sheet glass ordinary quality 4.00mm thick and glazing with oil putty in squares n.exc 0.5 sqm in each pane complete all as specified and as directed by Engineer-in-charge.
7.5
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S&F figured glass, pin-head type 4.00mm thick and glazing with oil putty in squares n.exc 0.5 sqm in each pane complete all as specified and as directed by Engineer-in-charge.
2
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S&F figured glass, pin-head type 4.00mm thick and glazing with oil putty in squares n.exc 0.5 sqm in each pane complete all as specified and as directed by Engineer-in-charge.
0.5
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Hacking out old broken glass (any thickness, size, quality or description) from wooden, metal frame including punching or drilling out old glazing pins/spring clips and providing and fixing new ones complete all as specified and as directed by Engineer-in-charge
10
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M&L for preparation of new wood surfaces of any description over 10cm width of girth applying two coats of synthetic enamel paint over coat of pink primer etc,complete all as specified and as directed by Engineer-in-charge
30
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M&L for preparation of old wood surfaces of any description over 10cm width of girth applying one coat of synthetic enamel paint complete all as specified and as directed by Engineer-in-charge
300
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M&L for preparation of New Steel surfaces of any description over 10cm width of girth applying Two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer etc complete all as specified and as directed by Engineer-in-charge
10
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M&L for preparation of Old Steel surfaces of any description over 10cm width of girth applying one coats of synthetic enamel paint etc complete all as specified and as directed by Engineer-in-charge
220
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M&L for galvanised iron tube 15mm dia medium grade with all fitting and fixtures such as bends, elbows, tees, shorts pieces, back nuts, connectors complete all as specified and as directed by Engineer-in-charge
75
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M&L for galvanised iron tube 20mm dia medium grade with all fitting and fixtures such as bends, elbows, tees, shorts pieces, back nuts, connectors complete all as specified and as directed by Engineer-in-charge
100
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Taking up or down 15mm dia steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and as directed by Engineer-in-charge
100
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Taking up or down 20mm dia steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and as directed by Engineer-in-charge
100
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Supply and fix 15mm outer dia 3-layers PP-R polypropelene random copolymer concealed pipes SDR7.4(PN 16) UV stabilised and anti microbial fusion welded having thermal stability for hot and cold water supply including all PP-R plain & brass threaed polypropylene random fitting fixed complete to walls ,ceilings or in floor etc.complete all as specified and as directed by Engineer-in-charge
25
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Dismantling water tanks (exc 250 liter but n exc 500 liter capacity) and removing to store,complete all as specified and as directed by Engineer-in-charge
9
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Dismantling water tanks (exc 500 liter but n exc 1000 liter capacity) and removing to store,complete all as specified and as directed by Engineer-in-charge
9
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M&L Cleaning and removing all scale and dirt etc, from tanks capacity exc 1000 ltr & n. exc 2000 ltr and from months of circulating pipes etc
5
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M & L for Cleaning and removing all scale and dirt etc, from Overhead PVC water tank Exc 500 ltr & n. exc 1000ltr capacity Note : cleaning of OH PVC service tanks are safely to be handled Damage and breaking of tanks are on Contractors OWN risk
21
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M&L for cleaning of OH PVC Service Tank internally by bailing out of water/sludge from bottom of sump, removing all scale, dirt, alges and other growths from entire surfaces of tank and from mouths of circulating pipes by rubbing with wire brushes and by high pressure cleaning method with rotary sets with approved detergents and sucking all dirty water by vacuum cleaners, disinfecting the tank with approved chemical/bleaching powder for making the surfaces bacteria free and cleaning with fresh water, all as directed by Engineer-in-Charge.
(a) Overhead PVC water tank n. exc 500ltr capacity Note : cleaning of OH PVC service tanks are safely to be handled Damage and breaking of tanks are on Contractors OWN risk
65
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Hoisting and Fixing Rotational moulded polyethylene water storage tanks of 500 liters capacity (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I, ,complete all as specified and as directed by Engineer-in-charge
9
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Hoisting and Fixing Rotational moulded polyethylene water storage tanks of 1000 liters capacity (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I Cleaning and removing all scale and dirt etc, from tanks ,,complete all as specified and as directed by Engineer-in-charge
9
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S&F in repair Bib taps, fancy type chromiun plated, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed complete all as specified as directed by engineer-in-charge
160
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S&F in repair Pillar 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 complete all as specified and as directed by Engineer-in-charge
20
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S&F in repair Brass CP mixer for mixing hot& cold water screwed down for iron pipe and fixed to 15mm dia bore pipe etc complete all as specified
4
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S&F in repair stop valves 15mm dia fancy type chromium plated, 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 as directed by engineer-in-charge
35
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S&F in repair Gun-metal, globe or gate valves, 15mm dia with iron wheel head, screwed both ends for iron pipe and fixed, ,complete all as specified and as directed by Engineer-in-charge
9
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S&F in repair Gun-metal, globe or gate valves, 20mm dia with iron wheel head, screwed both ends for iron pipe and fixed, ,complete all as specified and as directed by Engineer-in-charge
9
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M&Lin repairs Grating doom 100mm dia of PTMT (Min weight 25gms) complete all as specified
35
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M&Lin repairs Grating doom 125mm dia with waste hole of of PTMT (Min weight 40 gms), ,complete all as specified and as directed by Engineer-in-charge
35
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S&F in repair PVC connections 15mm size with PTMT nuts of length 600mm complete all as specified and as directed by Engineer-in-charge
150
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S&F in repair for PVC (SWR) pipes 75mm dia single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed by Engineer-in-charge
30
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S&F in repair for PVC (SWR) pipes 110mm dia single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed by Engineer-in-charge
30
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S&F in repair for PVC (SWR) bends 110mm any radius with rubber ring complete all as specified and as directed by Engineer-in-charge
6
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S&F in repair for PVC (SWR) branch piece 75 mm, double (double Y) equal or unequal complete all as specified and as directed by Engineer-in-charge
3
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S&F in repair for PVC (SWR) branch piece 110 mm, double (double Y) equal or unequal complete all as specified and as directed by Engineer-in-charge
4
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M&Lin repairs and fix PVC (SWR) multi floor trap 75 mm with grating including jointing with solvent cement complete all as specified and as directed by Engineer-in-charge
6
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M&L cement Concrete bed to drain pipes including packing under and completely surrounding pipes after they are laid and tested in cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) bore of pipe is 200 mm complete all as specifiedand as directed by Engineer-in-charge.
50
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M&L cement Concrete bed for drain pipe of 150 mm bore dia including packing under and completely surronding pipes after they are laid and tested in cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate), complete all as specified and as directed by Engineer-in-charge.
250
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M&L for Salt glazed stone ware drain pipes grade 'A' internal dia of pipe 200 mm laid in trenches and jointed in cement mortar 1:1 complete all as specified and as directed by Engineer-in-charge
50
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M&L for Salt glazed stone ware drain pipes grade 'A' internal dia of pipe 150 mm laid in trenches and jointed in cement mortar 1:1 complete all as specified and as directed by Engineer-in-charge
250
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Supply and fix in repairs salt glazed stone ware gulley traps, square or round mouthed type 'P' of size 150 mm x 150 mm complete all as specified and as directed by Engineer-in-charge.
25
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Cutting into existing manholes for connect in new drains making good to pipe and rendering cutting out existing benching for and forming branch channel ½ round or ¾ section in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required for 150mm all as specified and as directed by Engineer-in-charge
10
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S & F in repairs 600 mm x 450 mm bevelled edge mirror of selected quality glass mounted on 6 mm commercial plywood and fixed to wooded plug with chromium plated brass screws and cup washeres al las specified and directed by EIC.
5
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Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars,etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed by Engineer-in-Charge
6
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Dismantling of Stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in dry mortar complete all as specified as directed by engineer-in-charge
1
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Demolition of unreinforced concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer-in-charge
31.4
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Dismentelling fencing wire Chain link fencing any type complete all as specified ans directed by Engineer-in-Charge complete all as specified ans directed by Engineer-in-Charge
70
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Demolition and breaking up drain pipes 200mm dia (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete Including Removing concrete disposed to out side MOD Land all specified and directed.
50
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Demolition and breaking up drain pipes 150mm dia (Salt glazed ware, AC or Reinforced concrete) set in cement mortar Including Removing concrete disposed to out side MOD Land complete all specified and directed.
250
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S&F Powder Coating (minimum thickness of powder coating 50 micron) aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc. complete all as specified and as directed by Engineer-in-charge
55
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S&F powder coating of any colour (Thickness or powder coating not less than 50 micron)aluminium window and ventilator shutters, fixed type without sash bar, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws etc with .complete all as specified and as directed by Engineer-in-charge
28
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M&L machine cut cudappa stone slab 20-25 mm thick over cement screed base as in jambs and soffits of lintel laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab incl rubbing and polishing including 10mm thick rendering in CM1:3 complete all as specified and as directed by Engineer-in-charge
10
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M&L for coloured glazed ceramic tiles in vertical surface 350x 250x 7 mm / 450X 350X 7mm thick set and jointed in neat cement slurry over and included 10mm thick bedding layer/ backing coat in CM 1:3 and pointed in white or colour cement to match complete all as specified as directed by engineer-in-charge
15
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M&L for Non - skid Ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 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 match over 15mm thick 1:4 CM screed bed or bedding layer for laying floor finishes complete all as specified as directed by engineer-in-charge
15
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M&L for Non - skid Ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15mm thick 1:4CM screed bed or bedding layer for laying floor finishes complete all as specified as directed by engineer-in-charge
15
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M&L Vitrified ceramic tiles light shade 10mm thick 9square/ractangular) polished area of each tiles n.exc 0.36 sqm in floors set and jointed in and jointed in neat cement slurry and pointed in white or coloured cement to match over 15mm thick 1:4 CM screed bed or bedding layer for laying floor finishes complete all as specified as directed by engineer-in-charge
45
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M&L Chequered cement concrete tiles 20cmx20cmx25mm thick set and jointed and pointed in neat cement slurry with grey pigment cement and pigmetns including 15mm thick screed bed in CM 1:4,complete all as specified and as directed by Engineer-in-charge
80
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M&L for rendering 5mm thick in cm 1:3 on fair faces of concrete as in soffit ceiling of slab, chajjas finished even & smooth without using extra cement complete all as specified and as directed by engineer-in-charge
50
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M&L for rendering 15mm thick in cm 1:6 on fair faces of concrete or brick surface of wall and finishing the surface even and smooth without using extra cement, ,complete all as specified and as directed by Engineer-in-charge
100
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M&L for Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 mixed with water proofing compound including finished even and smooth without using extra cement complete all as specified.Note: Water proofing compound will be measured and paid seperately,complete all as specified and as directed by Engineer-in-charge
160
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M & L for preparaing plastered or unplastered surfaces of old walls including washing, rubbing down and stopping of distempered and painted surfaces of walls and applying one coat of Oil bound distemper on walls ,,complete all as specified and as directed by Engineer-in-charge
2270
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M&L for preparation of surface by washing, rubbing down and stopping of distempered and painted surfaces of ceiling and applying one coat of Oil bound distemper on ceiling all as specified and as directed by Engineer-in-charge
700
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M & L for preparation of newly plastered surfaces and applying two coat of Oil bound distemper over a coat of alkali resist primer on ceilings ,complete all as specified and as directed by Engineer-in-charge
50
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M & L for preparation of newly plastered surfaces and applying two coat of Oil bound distemper over a coat of alkali resist primer on wall ,complete all as specified and as directed by Engineer-in-charge
100
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M&L for preparing new plastered surfaces of wall and applying two coats of acrylic weather coat exterior paint over a coat of weather coat primer with camouflage pattern complete all as specified and directed by Engineer-in-Charge
100
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M&L complete removal of existing treatment on surface of wall etc in any position washing down with water and clearing the surface from all loose dirt, chalk, grease, fungi,algal, flakes etc, and applying two coats of weather proof acrylic paint over a coat of weather proof primer with camoulfage pattern ,,complete all as specified and as directed by Engineer-in-charge
400
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M & L for cleaning and preparation of old painted surface of steel and applying one coat of synthetic enamel paint in different shades of camouflage pattern including etc ,complete all as specified and as directed by Engineer-in-charge.Note: - Necessary safety measures for working labours shall be done by contractor before commencement.
335
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M & L for preparation of old painted surface of slope roof and applying two coat of synthetic enamel paint in different shades of camouflage pattern including necessary scaffolding for slopped roof of building upto25 metre high etc ,complete all as specified and as directed by Engineer-in-charge. Note: -Necessary safety measures for working labours shall be done by contractor before commencement.
330
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S&F in repair Vitreous China wash down water closet pan (pedestal pattern), white including, seat and cover, connection to trap, and to flushing pipe, anti-syphonage pipe, etc. complete including making good to floor (excluding fixing bolts, flushing cistern and flush pipe) complete all as specified as directed by engineer-in-charge
8
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S&F in repair CP health faucet (ABS body)mild steel chromium plated suitable for 15mm dia pipe with 1.25 metro long Flexible Tube & Wall Hook complete all as specified and as directed by Engineer-in-charge (Make : Pryag, Seiko, Jaquar)
20
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S&F in repair 10 ltr capacity PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets, flush pipe complete all as specified as directed by engineer-in-charge
25
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S&F in repair Vitreous China wash basin, white, flat back, size 550x400mm including brackets, cutting for and pinning in ends of brackets or erecting stand, CP waste fitting and PVC waste pipe complete all as specified as directed by engineer-in-charge
7
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S&F in repair vitreous China squatting pan, ‘Orissa’ pattern, size 580 x 440 mm white, with integral foot rests (excluding flushing cistern and flush pipe) including, connection to trap, complete all as specified as directed by engineer-in-charge
7
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S&F in repair brass CP brass shower rose with swivel joint 125 mm size all as specified in repairs complete all as specified as directed by engineer-in-charge
35
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Demolition of reinforced concrete of any description and in any position not otherwise specifically provided for ,complete all as specified and as directed by Engineer-in-charge
5
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S&F in repair door sliding bolt aldrop 300mm long aluminum anodised all as specified and as directed by Engineer-in-charge ( Make-classic/Shalimar.)
100
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S&F in repair 15mm two way bib cock for health faucet complete all as specified and as directed by Engineer-in-charge
35
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S&F GI wire chain link fencing ( Minimum wt 2.5kg/sqm) minimum 2.5mm thick (excluding PVC coat) , UV resistant ,1mm dia PVC coated , 75X75mm mesh size,complete all as specified ans directed by Engineer-in-Charge..
175
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S&F,in repair,concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (Note: cost of M.S. angle, shall be paid separately under relevent item of Sch A)
75
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Cleaning/clear of blockage of manholes, gully traps, floor traps, vertical soil/waste pipe of different dia (upto four storey bldg) and sewage line in the area of AF station SITE P And Site R (Domestic and Tech area) by providing and deployment of 04 (FOUR) Nos of Labours per day( TWO FOR SITE P THANE AND TWO FOR SITE R SHEVA) including Sundays and Holidays. Note : a) The labour (04 nos) will report daily at 0845 hrs on all working days including Sundays and holidays at complaint cell centre to attend complaints given by Engr -In- Charge . Complaints needs to be cleared within 24 hrs after receiving the complaints. The contractor will deploy requisite labour and supply all T&P ( mechanical Iron rods, knot ropes , bamboo etc.) scaffolding ladders any other materials required to clear the blockages at the site without any extra cost .Labour for cleaning of sludge from sewage lines (any dia) to manhole is included in quoted rates. In case any labour does not report to Engineer In Charge for the whole day or found missing more than half an hour on any day, Panel recovery @ RS.900/- per head per day shall be made proportionally from contractor's dues. b) The recovery will be made from the contractor @250 Rs per complaint which are not cleared within 24 hrs from the date and time of receipt of complaints. Decision of Engr-In- Charge is final in this respect. Two persons will be provided by the contractor at site. The above item includes conveyance cost of labour with their tools to travel from pocket to pocket to attend complaints including removal of sludge from the site outside MOD land to a distance not exc 5km (The department shall not be liable to provide any kind/form of transportation to the labour).(c) Registers of labour attendance and complaints slips shall be maintained by contractor at their own cost, which shall be kept in the custody of MES Department(complaint cell) duly signed by contractor's representative ,JE(civil) and Engineer in charge. (d) The documents viz. attendance register, complaint register, log sheet / record of complaint made / attended shall be maintained separately for each locations / complaint center. (e) The police verification with regard to antecedent and character of tradesmen engaged by the tenderer, shall be carried out by the contractor at his own expenses before obtaining temporary pass on monthly basis. (f) The police verification report, showing names and addresses of tradesmen shall be required to be submitted to the Engr-in-Charge/GE as and when asked for. (g) The contractor shall submit attested copies of necessary safety insurance for subject tradesmen/supervisor employed for the execution of contract.
180
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Opening cover de-watering and taking out sludge from septic tank of any size and removing sludge out side MD land and cleaning the septic tank as per BMC rules and placing cover in original position. Note :- The measurement for the quantity sludge removed will be arrived by multiplying the inner dimensions of septic tank to actual depth of sludge deposited by dipping the measuring rod. The depth shall be of that wet surface on measuring rod for payment purpose.
367
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Systematically cleaning of 150 mm /200 mm dia pipe sewage/drains by passing rope knots, bumboos kampti and disc of required size from manholes to manholes septic tank and well flushing after cleaning sewer line/drain pipe with water (excluding manholes and septic tanks) including safety measures such as test for gas etc ,complete all as specified and as directed by Engineer-in-charge
2350
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M & L for preparation of old powder coated galvalume sheet surface by scrubbing 100% surface with emery paper or mechanical scrubber to achieve 100% surface roughness including necessary scaffolding for slopped roof of building upto 25 metre height etc ,complete all as specified and as directed by Engineer-in-charge Note:- Necessary safety measures for working labours shall be done by contractor before commencement.
330
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M&L cleaning and preparation of old painted surface of applying one coats of weather proof acrylic paint with camoulfage pattern,,complete all as specified and as directed by Engineer-in-charge
2500
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M&L for filling HDPE sand bags khaki of size 30cmx30cmx80cm with sand closing the open end with nylon wire complete all as specified and directed by Engr-in -charge.sand bag Cat NoB/N/IV manufactured by- DCPL or Equivalent.
( Note: The material for filling of HDPE bags shall be use from Srl Item No 131.00 )
1015
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Labour for extraction of existing mixture and sieveing, lifting, laying, stacking and depositing the mixture,complete all as specified and as directed by Engineer-in-charge
122
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Labour for mixture and sieveing, lifting, laying, stacking and depositing the mixture for Item No 132 & Item No 133 as directed by engineer in charge,including sieving,laying,stacking ,depositing and lifting the mixture up to 6.00m and laying in slope,complete all as specified and as directed by Engr-in-charge.
73
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Supply only for screened seive fine sand in any shape/position as approved by engineer in charge
68
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Supply only for saw dust in any shape / position as approved by engineer in charge
5
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M & L for preparaing plastered or unplastered surfaces of old walls including brooming down or steel wire brushing, scraping down smoke or soot moulds, efflorences and trading oil and greasy spots and applying one coat of Acrylic emulsion paint white or tinted on walls including cornices . complete all as specified and as directed by Engin-in-charge
885
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