Military Engineer Services Tender
View complete overview of Chandigarh MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Eprocure
Opening Date30 Sep 2024
Closing Date28 Oct 2024
Tender Amount₹ 44,94,000
Costs
EMD
₹ 89,880Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_677393_1Bid Award Id
ViewTender No
GE(AF)/CHD/T-41/2024-25Tender 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
Excavating over areas, not exceeding 1.5 m deep and getting out in soft/loosec soil , complete all as specified and directed by Engineer-in-Charge.
15
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-
Excavating over areas, exceeding 1.5 m but not exceeding 3.00 m deep and getting out in soft/loosec soil , complete all as specified and directed by Engineer-in-Charge.
10
-
-
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each, excavated soil in trenches after the cables have been laid and tested, complete all as specified and directed by Engineer-in-Charge.
276
-
-
Removing excavated soil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.50 meter above the starting point , complete all as specified and directed by Engineer-in-Charge.
150
-
-
Removing excavated soil to a distance exceeding 250 metre but not exceeding 500 metre and depositing where directed at a level not exceeding 1.50 meter above the starting point , complete all as specified and directed by Engineer-in-Charge.
30
-
-
Hardcore of gauge exceeding 63 mm but not exceeding 100 mm of broken stone or boulders , deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface , complete all as specified and directed by Engineer-in-Charge.
26
-
-
Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates and finished the surface rough to provide adequate bond for the topping as in sub base ,foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge.
21.25
-
-
Plain cement concrete ,75 mm thick (1:3:6) type C-2, using 40 mm graded mechanically crushed stone aggregatesd and finished the surface rough to provide adequate bond for the topping as in sub base ,foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge.
100
-
-
Plain cement concrete 75 mm thick, 1:3:6, type C-2, using 40 mm graded mechanically crushed stone aggregates, laid in 1:20 slope as in plinth protection including making joints at 3.00 metre intervals and at each corner, the joint shall be filled with mastic filling (to full depth) comprising of one part heated hot blown bitumen 85/ 25 & two parts heated sand (by volume), surface finished even and fair ,complete all as specified and directed by Engineer-in-Charge. Note :Quoted rates are inclusive of use and waste of formwork and to devide the area in panels.
90
-
-
Plain cement concrete ,25 mm thick (1:2:4) type B-0, using 12.5 mm graded mechanically crushed stone aggregates as in sub base finished even & rough to receive the bedding mortar , complete all as specified and directed by Engineer-in-Charge.
250
-
-
Plain cement concrete (1:2:4) type B-0 using 12.5 mm graded mechanically crushed stone aggregates 40 mm thick as in Damp proof course to horizontal or vertical surfcaces including necessary form work in and including water proofing compound as per manufacturers instruction @3% of cement weight, complete all as specified and directed by Engineer-in-Charge. Note: Quoted Rate of above item is inclusive the cost of WPC and nothing extra shall be admissible on this account.
24
-
-
Brick work with sub-class `B' bricks Fly ash bricks (bricks shall be burnt clay fly ash building bricks as per IS- 13757), straight or curved on plan exceeding 6 M mean radius built in cement sand mortar 1:6 , complete all as specified and directed by Engineer-in-Charge.
62
-
-
Brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 metre mean radius built in cement sand mortar 1:6 , complete all as specified and directed by Engineer-in-Charge.
40
-
-
Brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 metre mean radius built in cement sand mortar 1:4 , complete all as specified and directed by Engineer-in-Charge.
22
-
-
Brick work with sub-class `B' bricks, straight or curved on plan in any radius in half brick thick wall built in cement sand mortar 1:4 ,complete all as specified and as directed by Engineer -in-Charge.
Note: The rate quoted by contractor is deemed to be inclusive of necessary scafolding upto 5mtr height.
60
-
-
Use & waste of form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves, including sub-ports, overhangs, etc. also splays between floors and beams, etc.; with rough finished surfaces of concrete, complete all as specified and directed by the Engineer in Charge.
3
-
-
Use & waste of form work to chullah hoods,chajjas, troughs and similar items including edges,with rough finished surfaces of concrete, complete all as specified and directed by the Engineer in Charge.
10
-
-
Use & waste of form work to soffits of suspended slab of concrete such as roof slabs, floor slabs, cover slab, shelve, landings and similar works n.exc 200 mm thick (horizontal or sloping); with rough finished surfaces of concrete, complete all as specified and directed by the Engineer in Charge.
195
-
-
Use & waste of form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, opening in concrete walls, floors and roofs n.exc. 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc. 10cm but n.exc. 20cm wide, with rough finished surfaces of concrete, complete all as specified and directed by the Engineer in Charge.
50
-
-
Mild steel TMT bars 10mm dia and over as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping ends for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90mm dia, complete all as specified and directed by the Engineer in Charge.
1450
-
-
Mild steel TMT bars 6 to 8mm dia as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping ends for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90mm dia, complete all as specified and directed by the Engineer in Charge.
500
-
-
Mild steel TMT bars 5mm dia and over and upto and including 10mm dia as in stirrups, spacers and binders 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 0.90mm dia. Or securing with clips , complete all as specified and directed by the Engineer in Charge.
50
-
-
Reinforced Cement concrete M-25 ( Design mix) type B1 using 20mm graded mechanically crushed stone aggregates as in 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 directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.
25
-
-
Reinforced Cement concrete M-25 ( Design mix) type B1 using 20mm graded mechanically crushed stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the likes, complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.
25
-
-
First quality glazed designer pattern ceramic coloured tiles of 450x300x7mm thick fixed in pattern to wall ( combination of dark and light colour with boarder) laid on vertical surfaces such as skirting, dados and risers to steps etc laid over and including 10mm thick cement plaster in CM (1:3) set and jointed in neat cement paste of honey like consistancy and pointed in white or coloured cement with pigment to match the shade of tiles, complete all as specified and directed by the Engineer in Charge. Note :- Design, pattern and colour of tiles will be as approved by GE.
310
-
-
First quality, Non skid ceramic coloured tiles, 7 to 8 mm thick, Joint Free (square/ rectangular) area of each tile exc. 0.11 Sq.m but n.exc. 0.18 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Sq.mtr. over and including 15mm thick screed bed of cement mortar (1:6) including pointing in white or coloured cement to match the shade of tiles, complete all as specified and directed by the Engineer in Charge. Note :- Design, pattern and colour of tiles will be as approved by GE.
100
-
-
Chequered cement concrete tiles 20 cm x 20cm x 25mm thick, factory made, ISI marked (IS 13801-1993), with grey cement & pigment, laid with neat cement slurry @ 3Kg/Sqm over & including 15mm thick screed bed of cement mortar (1:6), jointed and pointed in neat cement slurry ,complete all as specified and directed by Engineer-in- Charge.
150
-
-
Precast Plain Cement Concrete (1:2:4), type B-1 using 20mm graded mechanically crushed stone aggregates as in kerb stone machine made of size as approved by GE, made to shape slightly rounded or chamfered, set & pointed in CM (1:6), complete all as specified and directed by the Engineer in Charge.
5
-
-
Rendering 15 mm thick plaster on brick work or concrete surfaces in cement mortar (1:4) finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. Note:Quoted rate shall be deemed to include for necessary scaffolding & formwork for building upto 2 storey height.
260
-
-
Rendering 15 mm thick plaster on brick work or concrete surfaces in cement mortar (1:6) finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. Note: Quoted rate shall be deemed to include for necessary scaffolding & formwork for building upto 2 storey height.
300
-
-
Rendering 10 mm thick plaster in cement mortar (1:3), as on concrete surfaces (such as top & bottom of chajjas, beams, roof projection ,balcony Mumty ,roof slab ceiling ,stair case flight,ceiling and roof slab etc.) finished the surfcae even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. Note: Quoted rate shall be deemed to include for necessary scaffolding & formwork for building upto 2 storey height.
195
-
-
Rendering 15 mm thick on brick / stone masonary surfaces other than fair faces in cement mortar 1:4 finished the surfaces even and smooth without using extra cement and mixing with water proofing compound as per manufacturers instruction @3% of cement weight, complete all as specified and directed by Engineer-in-Charge.
50
-
-
Rendering 15 mm thick on brick or concrete surfaces other than fair faces in cement mortar 1:4 finished the surfaces even and smooth without using extra cement , complete all as specified and directed by Engineer-in-Charge.
25
-
-
Preparation of new plastered or unplastered surfaces of wall and applying three coats of white washing , complete all as specified and directed by Engineer-in-Charge.
105
-
-
Preparation of new plastered or unplastered surfaces of ceiling and applying three coats of white washing , complete all as specified and directed by Engineer-in-Charge.
195
-
-
Preparation of new plastered or unplastered surfaces of walls and applying two coats of Cement base paint over 1mm thick wall care putty to smoothening the surface by using sand paper , complete all as specified and directed by Engineer-in-Charge.
260
-
-
Cutting into walls of existing manholes for connecting new drain pipe 150/200 mm internal dia pipe, making good to wall in CM (1:3)/ PCC (1:2:4) after inserting pipe, cutting out benching & forming branch channel (1/2) round or (3/4 section) in cement concrete (1:2:4) type B-1, reforming benching as required and rendering smooth finished, including and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
6
-
-
Plain cement concrete (1:4:8) type D-2 using 40 mm graded mechanically crushed stone aggregates as in bed to 150mm dia RCC pipes including packing under and haunching against the sides of after they are laid and tested in trenches, complete all as specified and directed by Engineer-in-Charge.
175
-
-
Reinforced concrete pipes class NP-2, 150 mm Internal diameter of pipe conforming to IS laid in trenches and jointed in cement mortar 1:3 complete with collar , complete all as specified and directed by Engineer-in-Charge.
175
-
-
Plain cement concrete (1:2:4), type B-0, using 12.5mm graded mechanically crushed stone aggregates as in benching & forming branch channel (1/2) round or (3/4 section) in manhole, complete all as specified and directed by the Engineer-in-Charge.
2
-
-
Plain cement concrete 1:3:6, type C-2 using 40mm mechanically crushed stone aggregates as in surface channels and drains, complete all as specified and directed by the Engineer-in-Charge.
3
-
-
Extra for forming Fair Finished drain or channel 30cm inner girth in cement concrete using extra cement, including forms, moulds, mitred/ stopped ends etc., complete all as specified and directed by the Engineer-in-Charge.
15
-
-
Providing pre-cast reinforced cement concrete 1:2:4 type B-1, using 20 mm graded mechanically crushed stone aggregates set in cement mortar 1:4 as in manhole covers including necessary forms/moulds, complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.
2
-
-
Factory made solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube, supplied and fitted as per specification & drawing and as per manufacturer's instructions and shown on drawing in section 8 on Page 180 of SSR Part-II ,complete all as specified and directed by the Engineer in Charge.
112
-
-
Factory made solid PVC moulded door shutter 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick moulded Prelam PVC sheet on the front face & 2mm Prelam PVC sheet on back face supplied and fitted as per specification & drawing and as per manufacturer's instructions and shown on drawing in section 8 on Page 181 of SSR Part-II ,complete all as specified and directed by the Engineer in Charge.
32
-
-
Factory made box type steel ventilator fixed type, dovetailed or welded and with one shop coat of zinc chromate primer in and including cutting holes in brick walls for inserting holdfasts and making good dismantled portion in cement mortar 1:4 or cement concrete 1:2:4 Type B-1, complete all as specified and shown on Drawing No CEAF/STD-186-2012 Sheets 1/1 and as directed by the Engineer in Charge.
12
-
-
Butt hinges 100 mm size, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type B-21, complete all as specified and directed by the Engineer in Charge.
72
-
-
Barrel tower bolts 150 mm long size (length of bolt), aluminum anodized of extruded section and fixed ISI marked, complete all as specified and directed by Engineer-in-Charge.
48
-
-
Handles of size 125 mm 'D' type ,extruded aluminium alloy , fabricated type anodized ISI marked ,complete all as specified and directed by Engineer-in- Charge.
48
-
-
Aluminum alloy, anodized, 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 aluminum alloy and fixed length of bolt 300mm, bolts not less than 12mm dia with and including a minimum of 6 bolts not,four on bolt plate and two on staple plate complete (ISI marked) , complete all as specified and directed by Engineer-in-Charge.
12
-
-
Figured glass 3 mm thick, pin headed tyoe and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane including fixing with glass pins to hold glass in position ,complete all as specified and directed by Engineer-in- Charge.
5
-
-
Galvanised mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18 mm in steel window clips and wooden beading in wooden joinery ,complete all as specified and directed by Engineer-in- Charge.
5
-
-
Preparation of new or previously primed steel surfaces of any description , not otherwise described over 10 cm width or girth and applying two coats of synthetic enamells paint over previously primered surface ,complete all as specified and directed by the Engineer in Charge.
24
-
-
Cutting chases, pinning in making good to facings where required and pointing in cement mortar (1:3) to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing and making good, cutting not exceeding 10cm girth, and removal of rubbbish outside MOD land,,complete all as specified and directed by Engineer-in- Charge.
50
-
-
Steel water tubing, 15 mm bore medium grade ISI Marked, galvanized with all fittings and fixed as in concealed/ surface to walls, ceiling or laid in floors etc , complete all as specified and directed by Engineer-in-Charge.
Note: Fittings & specials as required shall be provided by the contractor. Contractor's rate shall be deemed to include the cost of fittings provided.
80
-
-
Steel water tubing, 20 mm bore medium grade ISI Marked , galvanized with all fittings and fixed complete to walls, ceiling or laid in floors , complete all as specified and directed by Engineer-in-Charge.
Note: Fittings & specials as required shall be provided by the contractor. Contractor's rate shall be deemed to include the cost of fittings provided.
60
-
-
Rotational moulded PVC, tripple layered, water storage tanks of capacity 500 litre (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position, with & including all fittings such as GI tank nipple etc. including ball valve high pressure of PTMT with epoxy coated aluminium door and high density plastic ball screwed for 20mm dia iron pipe and fixed (minimum wieght 20mm-210 gms ,complete all as specified and directed by Engineer-in- Charge.
12
-
-
Gun-metal, globe or gate valves, with iron wheel head, screwed both end for iron pipe and fixed for 20 mm bore dia , complete all as specified and directed by the Engineer in -Charge.
12
-
-
Stop valve /Angle cock, 15 mm bore 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 , complete all as specified and directed by Engineer-in-Charge.
66
-
-
Bib cock long body with flange,15 mm bore fancy type cast copper alloy Chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule , complete all as specified and directed by Engineer-in-Charge.
12
-
-
Pillar cock, long neck fancy type cast copper alloy , with capstan heads, chromium plated , screwed down for 15 mm bore pipe,high pressure , with or without l'ettered ' 'HOT' or 'COLD' with long screwed shanks and fly-nuts , screwed for iron pipe fixed as in repair , complete all as specified and directed by the Engineer in -Charge.
12
-
-
Shower roses of 125 mm size ,15 mm bore, brass chromium plated ,with arm swivel joints, including fixing to steel pipe or GI/Kitec fiiting, complete all as specified and directed by the Engineer in -Charge.
Note for item No61 to 64:-The quoted rates against these items shall deemed to be included for replacement of damaged GI/Kitec fitting such as socket, elbow,nipple and tee of required size ,fitted/connected and making good any leakage. Nothing extra shall be admissible on this account.
6
-
-
Wash basins ,vitreous china, white,rectangular type of size 550x400mm including brackets and cutting for and pinning in ends of brackets or erecting stand 32mm dia Waste fittings, brass, chromium plated for glazed basins with long screwed shanks and fly-nuts, flange end bedded in red lead cement and other end fixed inluding new brackets , complete all as specified and directed by the Engineer in -Charge.
12
-
-
Vitreous China squating pan, 'Orissa' pattern, size 580x440mm white, with integral foot rests, including 100mm cast iron 'P' or 'S' trap and 100mm cast iron sanitary connection socket to fit WC outlet including connection to trap, to flushing pipe, anti-syphonage pipe etc. complete including making good to floor , complete all as specified and directed by the Engineer in -Charge.
Note :- Qty and Rates are inclusive of for both P type and S type Traps as on actual required basis on ground
6
-
-
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, anti-syphonage pipe,etc including 100mm cast iron 'P' or 'S' trap complete including making good to floor , complete all as specified and directed by the Engineer in -Charge.
Note :- Qty and Rates are inclusive of for both P type and S type Traps as on actual required basis on ground
6
-
-
Vitreous china urinal, half stall type, white , complete including providing and fixing plugs, bedding urinal against wall in cement mortar (1:2), securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement fixing with bracket, flush pipe, grating and union for discharge pipe and CP spreader, complete all as specified and directed by the Engineer in -Charge.
30
-
-
Viterous China Urinal Partition white of size 310x700mm terminating about 40cm above floor line, including necessary fittings and pointing around partition with white cement fixed in position, complete all as specified and directed by the Engineer in -Charge.
24
-
-
PVC valveless , syphonic action type flushing cisterns 10 ltrs capacity , low level , white, with inlet ball valves , float and handle including brackets and pvc flush pipe 32 mm dia for low level , complete all as specified and directed by the Engineer in -Charge.
12
-
-
PVC connections 15mm size with PTMT nuts of length 600 mm , complete all as specified and directed by the Engineer in -Charge.
54
-
-
Plastic water closet seat cover good quality in white colour with flat bottom and cover and mild steel chromium plated or aluminium hinging devices, connected to drains outlet , complete all as specified and directed by the Engineer in -Charge.
6
-
-
PVC waste pipe flexible for Sink/ WHB of 32mm size , complete all as specified and directed by the Engineer in -Charge.
42
-
-
Health Faucet (ABS Body) mild steel chromium plated suitable for 15mm dia pipe with 1.25m long flexible tube and ABS wall hook including making connections and fixed in position, complete all as specified and directed by the Engineer in -Charge.
12
-
-
Looking mirror of size 600mmx450mm, beveled edge mirror of selected quality, glass mounted 6mm thick commercial plywood with decorative type wooden frame and fixed to wooden plugs with steel screws to wall, complete all as specified and directed by the Engineer in -Charge.
12
-
-
Towel rail 600mm long (between flanges) , 20mm dia, ‘D’ type, brass chromium plated, fixed to walls with screws and plastic cleats,complete all as specified and directed by Engineer-in- Charge.
6
-
-
Sheet Glass Shelf Assembly rectangular type consisting of 5.5mm thick sheet glass shelf 12cm wide with chromium plated bracket guard and railing 60cm long fixed with PVC plugs and wooden screws, complete all as specified and directed by the Engineer in -Charge.
6
-
-
Brass Chromium Plated Grating Doom 125mm with or without hole fixed on floor /nahani traps with cement mortar fixed as in repair , complete all as specified and directed by Engineer-in-Charge.
54
-
-
PVC (SWR) pipes 75 mm bore single socketed in any length with ruber rings joints or solvent cement laid in trenches or in floor in and including taking down old pipes ,complete all as specified and directed by Engineer-in- Charge.
50
-
-
PVC (SWR) pipes 110 mm bore single socketed in any length with ruber rings joints or solvent cement laid in trenches or in floor, complete all as specified and directed by Engineer-in-Charge.
50
-
-
PVC (SWR) Pipes 75mm bore, single socketed in any length with rubber ring joints, fixed to walls and making good the mouth of rain water pipe in and including taking down old pipes ,complete all as specified and directed by Engineer-in- Charge.
10
-
-
PVC (SWR) Pipes 110mm bore, single socketed in any length with rubber ring joints, fixed to walls and making good the mouth of rain water pipe in and including taking down old pipes ,complete all as specified and directed by Engineer-in- Charge.
40
-
-
PVC (SWR) bends any radius 75mm bore fixed with solvent cement in any position as per site requirement , complete all as specified and directed by Engineer-in-Charge.
12
-
-
PVC (SWR) bends any radius 110mm bore fixed with solvent cement in any position as per site requirement , complete all as specified and directed by Engineer-in-Charge.
12
-
-
PVC (SWR) floor trap plain 75mm with grating including jointing with solvent cement to waste pipe as per site requirement fixed as in repair , complete all as specified and directed by Engineer-in-Charge.
42
-
-
PVC (SWR) pipes 75mm bore junction single, (single Tee) equal or unequal with oval access door fixed with solvent cement in any position as per site requirement fixed as in repair ,complete all as specified and directed by Engineer-in- Charge.
42
-
-
Stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof of 75mm bore of pipe fixed as in repair , complete all as specified and directed by Engineer-in-Charge.
10
-
-
Stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof of 110mm bore of pipe fixed as in repair , complete all as specified and directed by Engineer-in-Charge.
36
-
-
Cast iron branch pieces 75mm dia bore, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches fitted with oval access door fixed as in repair ,complete all as specified and directed by Engineer-in- Charge.
12
-
-
Water proofing treatment on horizontal roof surfaces in the following manner including removing of all the debris out of MoD land , complete all as specified and directed by Engineer-in-Charge :-
(a) Cleaning of Plastered or concrete surfaces and washing down of any description for preparation .
(b) 15mm thick screed plaster on RCC slab in cement mortar 1:6 in and including using water proofing compound @ 3% by weight of cement and finishing the surface even and fair without using extra cement .
(c) Applying a coat of bituminous primer conforming to IS-3384 :1986 @ 0.30 ltr/sqm (c) Providing with 3 mm thick APP water proofing membrane minimum weighing 3kg/sqm reinforced with non woven polyster matt (wt. not less than 150 gms/sqm) laid on primed surface by using butane torch by torch application with a side lap of 10 cm & 15 cm end lap weinghing not less than 3 kg/sqm duly sealed at over laps & joints with flame (by torch application) all as per manufacturer’s instructions.
195
-
-
Steel water tubing, 25 mm bore medium grade ISI Marked , galvanized with all fittings and laid in trenches , complete all as specified and directed by Engineer-in-Charge.
Note: Fittings & specials as required shall be provided by the contractor. Contractor's rate shall be deemed to include the cost of fittings provided.
600
-
-
Gun-metal, globe or gate valves, with iron wheel head, screwed both end for iron pipe and fixed for 25 mm bore dia , complete all as specified and directed by the Engineer in -Charge.
12
-
-
Construction of valves pit chamber of size 600x600x600mm (internal dimension), using 100 mm thick PCC (1:4:8) 40 mm graded crushed stone aggregate for foundation 15 cm thick, 23 cm thick wall in CM (1:4) 10 mm thick rendering all around the brick work with 1:4 cement mortar PCC (1:2:4) type B1 coping with 20 mm graded agregate for grouting MS frame including 6 mm thick MS top sheet cover with locking arrangement including 50 mm pad lock with double key arrangement, MS frame out of 40 x 40 x 6 mm thick angle iron including paintaing of steel surface with two coats of anti corrosive synthetic enamel paint over a coat of red oxide primers finishing coat including necessary excavation in any type of soil, returning filling in and removal of surplus soil to a distance not exceeding 50 mtrs,complete all as specified and directed by Engineer-in-Charge.
6
-
-
Cutting of existing GI pipes of size 252/40 mm bore in position for tapping /insertion of new tee for branch connection by inserting GI fittings esuch as Tee, Nipple, union etc including necessary excavation & earth work and dewatering of residual water,complete all as specified and directed by Engineer-in-Charge
6
-
-
Point wiring for one light point/fan point/bell point controlled by one switch one way drawn through and including non metalic rigid PVC conduit medium duty of suitable size concealed type with all strandard fittings such as Tee junction, bends etc ,using FRLS PVC unsheathed multistrand copper conductor cable of 1.5 sqmm single core including 3 mm thick plastic laminated sheet cover over PVC / wooden Box for earth continuity insulated PVC unsheathed(green colour) 1.5 sqmm copper earth wire connected to common earth dolly ,complete all as specified and as directed by Engineer-in- Charge. Note : Wiring shall be done by using proper colour coding.
66
-
-
All as per srl item No. 95 here-in-before but for 05 Amp socket outlet on independent board, complete all as specified and directed by Engineer-in-Charge. Note : Wiring shall be done by using proper colour coding.
6
-
-
Point wiring for 16 amps socket point controlled by one, one way switch using drawn through and including non metalic rigid PVC conduit medium duty of suitable size with all strandard fittings such as Tee junction, bends etc ,using FRLS PVC unsheathed multistrand copper conductor cable of 2.5 sqmm single core including 3 mm thick plastic laminated sheet cover over PVC / wooden Box for earth continuity insulated PVC unsheathed(green colour) 2.5 sqmm copper earth wire connected to common earth dolly ,complete all as specified and as directed by Engineer-in- Charge. Note : Wiring shall be done by using proper colour coding.
6
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-
Switch piano, flush type single pole, one way 6 Amp , complete all as specified and directed by Engineer-in-Charge.
72
-
-
Switch piano, flush type single pole, one way 16 Amp , complete all as specified and directed by Engineer-in-Charge.
6
-
-
Socket outlet 2 in1, 3 pin, 5 Amp, complete all as specified and directed by Engineer-in-Charge.
6
-
-
Socket outlet 6/16 Amp - 2/3 pin combined piano type, complete all as specified and directed by Engineer-in-Charge.
6
-
-
Ceiling Rose, 3 Phase/ PVC/ Polycarbonate, isolated body, complete all as specified and directed by Engineer-in-Charge.
66
-
-
MCB SP, 6 to 32 Amps, ,240 Volts ,10 KA 'C' curve type to be housed in DBs of Proper and suitable size cable lugs to be fixed with MCBs ,complete all as specified and directed by Engineer-in- Charge.
18
-
-
MCB SPN, 6 to 32 Amps, ,240 Volts ,10 KA 'C' curve type to be housed in DBs of Proper and suitable size cable lugs to be fixed with MCBs ,complete all as specified and directed by Engineer-in- Charge.
6
-
-
Distribution box Double door type , SPN 8 way,with 200 amps rated bus bar, 240 Volts for MCBs, grouted flush to walls complete with IP 43 and metal double door ,epoxy powder coated ,complete all as specified and as directed by Engineer-in- Charge.
6
-
-
LED Lights fittings 1x20watt 220v, AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose, complete all as specified and directed by Engineer-in-Charge.
30
-
-
LED light fitting 1x9W/1x10W bulkhead luminaires including LED light driver holder connecting up with three core flexible copper conductor cable of suitable size, complete all as specified and directed by Engineer-in-Charge.
12
-
-
LED light fitting mirror type with high out put diffuser 2ft, 10watt 220v AC decorative type with driver holder and LED lamp including connecting up with three core flexible copper conductor cable of suitable size, complete all as specified and directed by Engineer-in-Charge.
12
-
-
Exhaust fan, steel body AC single phase 230v of size 300mm sweep with blades, frames and louvers, complete all as specified and directed by Engineer-in-Charge.
12
-
-
Earthing complete with Galvanised steel earth plate electrode 600 mm x 600 mm x 6 mm burried directly in ground vertically in pit of depth not less than 2.25 metre below normal ground level with top edge of the earth plate at a depth not less than 1.5 metre below normal ground level surrounded from all sides with mixture of charcoal and common salt in alternate layers and electrode connected to G I earth strip 4 dia G I wire by means of brass bolts, nuts, check nuts and washers, earth strip protected by galvanized steel pipe 40 mm bore (light grade) connected to main switch board or any other electrical equipment all as shown in electrical plate No. 3 of SSR-2009 Part I and including necessary excavation and earth work in any type of soil, 20 mm bore medium grade GI pipe for watering, funnel with wire mesh, PCC (1:3:6), type C-1 chamber, pit cover of precast RCC (1:2:4), type B-1, reinforced XPM of weight not less than 4 kg/ Sq.m and MS frame etc. in and including taking down of old unserviceable earthing, complete all as specified and as directed by Engineer-in-Charge. Note :- (i) The unit rate includes earth lead and protection pipe up to maximum 7.5 metre from earth plate to earth point/test point. (ii) Earth pit shall be constructed minimum 0.5 metre away from earth.
6
-
-
LT under ground electric power cable crossed linked polyethylene ( XLPE) insulated, galvanised steel strip or wire armoured, ISI-7098 Marked, with aluminium conductor multi stranded , heavy duty 1100 Volts grade of size 10 sqmm cross sectional area, 2.0 core ,laid in trenches/ laid under floor or fixed naked with walls / on poles/ in ducts /in GI pipes etc. with and including MS Clamps, nuts , bolts, washers including jointing and testing , complete all as specified and directed by Engineer-in- Charge. Note : Excavation, earth work, sand cushioning, protection bricks/ tiles/ block and pipe shall be measured and paid separately under appropriate items.
1200
-
-
Sand cushioning to under ground cable with clean dry river sand in layer of sand 8cm thick before laying of cable and 15 cm after laying of cable, complete all as specified and directed by Engineer-in-Charge.
Note- For payment purpose punned thickness of 18 cm shall be measured against spread thickness of 23 cm as mentioned in para 19.75 of SSR Part-I.
30
-
-
Protection of cable with one layer of bricks laid flat butting to each other in such a way that the length of the bricks is at right angle to the central axis of the cable using old size sub-class ‘B’ bricks, complete all as specified and as directed by Engineer-in-Charge.
4000
-
-
Steel water tubing, 40 mm bore light grade ISI marked galvanized with all fittings laid in trenches / road crossing/ fixed to pole /walls/path/drain /floor etc,compllete all as specified and as directed by Engineer-in-Charge.
24
-
-
Electric water heater, storage type steel body with copper inner tank and heating element upto 2KW capacity 25 litre, BEE 5 star rated complete with all accessories such as safety valve, thermostate, NRV, connection piece etc., complete all as specified and directed by Engineer-in-Charge.
6
-
-
Note :Schedule of credit to be deducted on acceptances of bid.Details of Schedule of credit is given in tender documentse.
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