Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date9 Jan 2025
Closing Date29 Jan 2025
Tender Amount₹ 87,40,000
Costs
EMD
₹ 1,56,200Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_692470_1Tender No
85154/N/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Demolition of reinforcement cement concrete of any descriptionand in any position not otherwise specifically provided for wall (reinforcement cut as required to facilitate demolition including removing debis out side MD land complete all as specified and directed.
10.9
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Providing & Fixing MS/TS dowel pins/staple/shear pins including drilling holes in concrete and providing labour and but excludes the materials for grouting the pins.etc complete all as specified and as directed by Engr-in-Charge.
350
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Repairing of excessively damaged concrete portion by using superfluid dual shrinkage compacted and providing, casting with micro concrete of grade M-40 at all levels with all leads and lift as directed including mixing, laying, levelling, finishing including curing etc complete all as specified and directed by Engineer-in-Charge. from manufacturer's such as Fosroc / SIKA / BASF / Krishna Conchem or equivalent approved.
6
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M&L, reinforced cement concrete M-30 (using 20mm stone aggregate) design mix as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and shelves etc complete all as specified and directed.
2
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Material and labour for reinforced cement concrete 1:2:4 (nominal mix), type B1 using 20mm gradedstone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and shelves etc complete all as specified and directed by Engineer-in-Charge.
2.9
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Providing and fixing the formwork of to pour the microconcrete/concrete using steel shutters or 12mm marine ply to have the form finish including de-shuttering etc complete all as specified and as directed by Engr-in-Charge.
250
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Providing and applying rust cleaner (Re-backler solution) to exposed corroded reinforcement @ 0.20 Litre/Sq or approved make over prepared reinforcement, including removing concrete all around reinforcement including from behind the reinforcing bars by manual methods such as hammering the rebar, using wire brushes, chiseling, etc. and applying rust removing solution of approved make with cotton waste swab to reinforcements etc. complete as directed by Engineer-In-Charge.
550
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Providing and applying two coats of anticorrosive epoxy phenolic rebar protective system IPNet RB or equivalent of approved make and quality comprises of resin and hardner mixed in equal proportion by volume with minimum 9-10 hours between the coats, sprinkling dry sand when 2nd coat is tacky so as to provide rough finish and ensuring air curing of minimum 10 hours after the top coat before any subsequent treatment etc. including scaffolding etc. complete all as specified and as directed by Engr-in-Charge.
NOTE:- New Reinforcement shall be measured and paid separately under respective item. (b) Cost of welding deemed to be included in quoted rates.
550
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Providing and applying a priming cum bonding coat of two component Epoxide Resin confoms to ASTM-C-882-91 of approved make and quality to clean and sound concrete area by brush or any other established method by mixing Base and curing agent in 2:1 proportion by weight for joining old and new concrete as per technical specifications of manufacturer. Work shall be carried out as per the manufacturers specifications & certificate on this account shall be taken from consultant and as approved by Engineer-in-charge etc.complete.
550
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M&L Drilling and fixing teflon nozzles in RCC members, including drilling holes (drilling 12 mm dia, 40mm deep holes in structural members at the intervals of 600mm c/c in staggered manner or s directed by Engr-in Charge in RCC structure elements and cleaning the holes (to clean the holes by air blower prior to fixing nozzles) and fixing of nozzles (to insert 12mm dia teflon nozzles in cleaned holes external end of nozzles to be machined to receive outlet of grouting gun and fixing it inside the holes by applying thixotropic epoxy putty to ensure complete sealing and curing the system for minimum 12 hrs) and cutting of nozzles (to cut the nozzle by chisel after completion of grouting without damaging structural elements etc complete all as specified and directed by Engr-in-Charge.
150
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Injecting low viscosity (3-5 cps) high molecular weight monomer by pressure and using mechanized injector gun with accessories, till nozzles refuses to accept the grout, Including, Mixing of materials( Mixing material components (part a & b) in required quantities as per manufacturer’s instruction by weigh batching) and Grouting ( Filling the grouting gun with monomer. Maintain desired pressure in the gun by air compressor; maintain the pressure at exit (4 to 5 Kg/ Cm2) by monitoring pressure gauge at exit. Grouting the material through prefixed nozzles in the structural elements till its refusal. Sealing the nozzle with epoxy putty after the refusal. Monitoring leakages through other nozzles while grouting and seal them as per the requirement. Repeat the process for all the nozzles. the operation to be within pot life of the material.)and Cleaning of gun and accessories ( the gun and accessories like valves, pipes and other fixtures to be cleaned with thinner after the operation to avoid jamming of the gun.) etc. complete all as specified and directed by Engr-in-Charge.
40
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Providing and laying 20 mm thick POLYMER MODIFIED MORTER over identified R.C.C. members in One layer in proportion of 1:5:15 by weight of polymer of approved make, cement and filler material of approved make, blended to a required consistency and applying and finishing by floating, curing after initial setting time, including providing and inserting 10 mm mild steel shear key bars (minimum 3 nos per sqm), wherever required, bonding slurry, etc. complete as directed by Engineer-In-Charge etc.
550
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Demolition of brick work built in cement mortar and removal of debris out of MD land complete all as specified and directed by Engr-in-Charge.
15.73
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M&L brick work with sub class 'B' bricks, straight or curved on plan exc 6 m mean radius, built in cement morter 1:6 complete all as specified and directed by Engr-in-Charge.
14
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M&L brick work with sub class 'B' bricks, straight or curved on plan to any radius in 1/2 brick thick walls, built in cement morter 1:4 complete all as specified and directed by Engr-in-Charge.
10
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Dismantling PVC water tanks exc 1000 ltr but n. exc 2000 ltr capacity and removing to store. complete all as specified and directed by Engr-in-Charge.
4
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Demolition of cement concrete (unreinforced) for old water proofing treatment of any description or sunken concrete and in any position not otherwise specifically provided for any thickness above ground floor including removing debris out side MD land complete all as specified and directed.
14
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M&L for roughening surfaces of old concrete roof/ floor by picking sweeping clean and washing down with water to removing dust etc. complete all as specified and directed.
440
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M&L for brushing neat cement slurry with 3.0 kg of cement per sq meter complete all as specified and directed.
440
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M&L for rendering 20(15+5) mm thick cement plaster in cement mortar (1:3) on roof slab/ canopies/chajjas/sunken slab with water proofing compound @ 3% by weight of cement or as per manufacturer's instructions and make surfaces to receive water proofing treatment, complete all as specified and directed. (Note:- water proofing compound will be measured and paid for separetaly as supply only)
440
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Material and labour for providing stages wise waterproofing treatment to sunken portion of toilets as under and as directed by Engineer-in-Charge.
Stage 1: Demolition of WC including lime concrete and cement concrete coba etc and preparing the surfaces of existing sunken portion of WCs or bath etc with wire brush to remove all loose dirt, oil grease etc including removing debris outside MD land etc complete all as specified and directed.
Stage 2: Providing 15 mm thick plaster in CM 1:3 mixed with integral water proofing chemical in the proportion /quantity all as per manufactures instructions.
Stage 3 : Primer - Mix Tarfelt LM with water in ratio 1:1 @ 250 gms/sqm and apply the primer on the plaster surfaces Stage 4 : Application of 1 st coat of Tarfelt LM of STP Ltd without dilution with water@1kg/sqm by brush all as per manufactures instructions.
Stage 5: Laying 50 GSM fyber glass cloth over the 1st coat while the coated surface is still tacky
Stage 6: After 6 to 7 hours interval apply second coat i.e final coat of Tarfelt LM without dilution with water of STP Ltd by brush as per manufactures instructions.@1kg /Sqm
Stage 7: Providing 10mm thick protective plaster in CM 1:3 mixed with STP NO -1 @ 250ml/50kg cement all as manufactures instructions.
55
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M&L for Plain cement concrete 1:5:10 type E2 using 40mm graded stone aggregate as in sunken floor complete all as specified and as directed by Engr-in-Charge.
14
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Dismantling of wrought iron or mild steel work of any description not otherwise provided for all as specified and directed by Engr-in-Charge.
70.01
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Dismantling of Asbestos Cement corrugated sheet in roof coverings all as specified and directed by Engr-in-Charge.
730
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S&F rolled mild steel in joist, channel, angle, or tee sections, fixed independently, without connecting plates etc. Fe-410W(GdeE-250 qualityB)complete all as specified and directed by Engr-in-Charge.
6800
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S & F pre-painted galvalum aluminium zinc coated GI based colour corrugated steel sheet 0.5mm thick of an any colour having tensile strength of 550 mpa with self tapping screws as per manufacturers instruction/recommendations complete all as specified and directed by Engr-in-Charge.
700
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S & F pre-painted galvalum aluminium zinc coated GI based plain steel sheet 0.5mm thick of any colour having tensile strength of 550 mpa as in wall cladding and roof fixed with self tapping screws as per manufacturers instruction/recommendations complete all as specified and directed by Engr-in-Charge.
30
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S&F framed work such as grills, gratings, brackets of chajjas etc with ends of bar shouldered and/or Riketed or forged into spikes, framed guard bars etc confirming to Fe-290, Gde -E-165. all as specified and directed by Engr-in-Charge.
101
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Mild steel plates (plain or chequerred) channels, square cut or notched (ordinary and counter sunk)forming with hole for nuts etc Fe 290 Gde E-165 complete all as specified and directed by Engr-in-Charge.
100
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M&L preparing new steel surfaces of any description, over 10 cm in width or girth, and applying two coats of synthetic enamel paint over a coat of red oxide primer.complete all as specified and directed by Engr-in-Charge.
350
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M &L for preparation of old painted surfaces of steel of any description and in any position over 10 CM width or girth ,not otherwise described, and applying one coat of synthetic enamel paint complete including necessary scaffolding arrangement as required at site all as specified and directed
15
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S&F32 mm GI pipe medium grade as in spout n.exc 1.00 RM each (in short lenth) complete all as specified and directed by Engr-in-Charge.
10
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Supply only integral water proofing compound complete all as specified and directed by Engr-in-Charge.
25
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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 directed.
2550
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M&L for rendering 10mm thick using factory manufactured pre mix/ready mix plaster of approved make, suitable for plastering as per IS 383, having low rebound properties, low water demand for curing properties mechanical mixing with water in a metallic tray only to make good consistency as per the specification of the Manufacturer and applied over masonry and concrete surfaces and finishing with sagol finish not less than 1mm thick, including provide of 150mm chicken wire mesh fixed with nails at the junction of RCC columns/walls/ beams/ lintels and brick masonry including cleaning the surfaces, curing etc. complete all as specified & directed by Engineer-in-Charge.
650
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M&L for rendering 5 mm thick on ceiling using factory manufactured pre mix/ready mix plaster of approved make, suitable for plastering as per IS 383 ,suitable for plastering in ceiling, having low rebound properties, low water demand for curing properties mechanical mixing with water in a metallic tray only to make good consistency as per the specification of the Manufacturer and applied over concrete surfaces and finishing with sagol finish not less than 1mm thick, including cleaning the surfaces, curing etc. complete all as specified & directed by Engineer-in-Charge.
550
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M & L for rendering 15 mm thick cement plaster, two coats using factory manufactured pre mix/ready mix of approved make,suitable for plastering as per IS 383 , suitable for external plastering, having low rebound properties, low water demand for curing properties, mechnIcal mixing with water in a metalic tray only to make good consistency as per the specification of the Manufacturer and applied over exterior masonry and concrete surfaces with base coat of 10 mm thick and finishing coat of 5 mm thick final rendering with water proofing compound @ 3% by weight of cement or as per manufacturer's instructions, including using richer mix for making corners if necessary, at all floors and level, including making grooves of existing size wherever required, including cleaning the surfaces, curing including provide of 150mm chicken wire mesh fixed with nails at the junction of RCC columns/walls/ beams/ lintels and brick masonry at external faces before plastering including scaffolding at any height and all safety materials required for execute work etc. complete all as per specifications & as directed by the EIC.
1350
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M&L for opening out cracks in wall surfaces in 'V' shape by mechanical grinder and removing the loose material. filling with crack filler of Dr. Fixit crack-X, shrinkfree or equivalentall as per manufacturer's instructions and finishing the surfaces to match with existing finish complete all as specified and as directed.
15
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Material and labour for preparation of newly plastered or undecorated internal wall surfaces and applying 1.5mm wall care putty complete to smoothen surfaces complete all as specified and as directed by Engineer-in-Charge.
1200
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Material and labour for preparation of newly plastered or undecorated ceiling surfaces and applying 1.5mm wall care putty complete to smoothen the surfaces complete all as specified and as directed by Engineer-in-Charge.
1100
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M&L for preparation of new plastered for internal surfaces of wall and applying two coats of Distemper oil emulsion over a coat of priming plastered and other surfaces with alkali resistant priming paint on wall complete all as specified and directed.
650
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Material and labour for preparation of new plastered ceiling surfaces and applying two coats of distemper oil emulsion over a coat of priming plastered surfaces complete all as specified and directed by Engineer in Charge.
550
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M&L for preparation of new plastered surfaces and applying two coats of weather proof acrylic paint plain pattern over a coat of weather coat primer over thick layer of external grade putty wall care putty complete all as specified and directed.
1350
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M&L for complete removal of existing treatment of paint on internal wall surfaces and applying two coats of Distemper oil emulsion over a coat of priming plastered and other surfaces with alkali resistant priming paint complete all as specified and directed
550
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M&L complete removal of existing external treatment on wall surfaces and applying two coats of weather proof acrylic paint plain pattern over a coat of weather coat primer over thick layer of external grade putty including preparation of surfaces complete all as specified and directed
70
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Material and labour for complete removal of existing treatment on ceiling surfaces and applying two coats of distemper oil emulsion over a coat of primer surfaces complete all as specified and directed.
550
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Taking down of chowkats or frames not exc 1.5sqm with shutters (with out taking off shutters from the frames). complete all as specified and directed by Engr-in-Charge.
73
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Taking down of chowkats or frames exc 1.5sqm but n exc 4 sqm with shutters (with out taking off shutters from the frames). complete all as specified and directed by Engr-in-Charge.
15
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Taking down shutters of any description exc 1 Sqm but n.exc 2 Sqm each complete all as specified and as directed by Engnr-in-Charge
3
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Supply and fix solid PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with 19mm x 19mm MS square tube EPDM rubber gasket weather seal to be provided through the frame, the profile shall be mitre cut at two corners and jointed by inserted 2mm of 150mm long bracket of 15mm x 15mm MS square tube inside the 19mm x 19mm MS square tube and suitable screwed the door frame shall be fixed to the wall using PVC fasteners.A minimum of 6Nos screws to be provided for each frame all as specified and as directed by Engineer-in-Charge.
Note: The quoted rates are deemed to be included for cutting holes, providing concrete for hold fast and making good to the disturbed surfaces.
89
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Supply and fix factory made solid panel PVC 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 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, fixing in the frame at site as per specification & drawing on Serial Page No 156 of SSR Part II (pertaining to item No 08080) complete all as specified and as directed by Engr-in-Charge.
25.5
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Supply and fix plain solid straight chowkats, second class hardwood, wrought, framed, rebated on the solid, rounded or chamfered, put together with glue, pinned at joints including making good frame in cement concrete complete all as specified and as directed by Engineer-in-Charge.
1
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Supply and fix mild steel work as in hold fast & similar small articles, conforming to Fe-290 Gde-E-165 complete all as specified and as directed by Engineer-in-Charge.
40
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Material and labour for plain cement concrete 1:3:6 type C-1 (using 20mm graded stone aggregate) as in bed plates, concrete block for hold fast etc including necessary form work complete all as specified and as directed by Engineer-in-Charge.
1
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Supply and fix 30mm thick flush shutter, solid core construction with block board core and plywood face panels, one face is covered with decorative face veneer with lipping/frame to match commercial type on inner side all as specified and as directed.
25
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Supply and fix 35mm thick factory made 2nd class hard wood glazed and skelton shutter, open rebated, prepared to receive glass, gauge etc (without sash bars), edges of framing plain chamfered or rounded, fitted with cut and mitred beads for securing glass etc sizes of members of shutter as specified in SSR Part-I section 8, clasue No 8.24 (b) complete all as specified and as directed by Engr-in-Charge.
22
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Supply and fix stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with stainless steel wire staples complete all as specified and as directed by Engr-in-Charge.
15
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S&F aluminium alloy handles fabricated & fancy type polished of size 150mm. complete all as specified and directed by Engr-in-Charge.
35
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S&F mild steel butt hinges,medium weight,size 100mm with ISI mark. complete all as specified and directed by Engr-in-Charge.
120
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S&F 150 mm aluminium anodised, barrel tower bolts of extruded section. complete all as specified and directed by Engr-in-Charge.
30
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S&F 200 mm aluminium anodised, barrel tower bolts of extruded section. complete all as specified and directed by Engr-in-Charge.
46
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S & F 300mm aluminium anodised sliding door boolt with hasp staple (Bolt type) and fixing clip of sheet, cast or extruded section and fixing bolts and sliding door bolts of extruded sections or cast aluminium alloy and fixed. complete all as specified and directed by Engr-in-Charge.
12
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Material and labour for preparing new wood surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by Engineer-in-Charge.
60
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M&L preparing old wood based surfaces of any description over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified & directed by Engineer-in-Charge.
5
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S & F coloured aluminium anodised sections for slidings, windows, , ventilators, door partition including facbrication of frame shutters and and fixing with necessary lugs, cleats, rollers, handles, locking arrangement etc including all accessories such as glazings clips, and rubber beadings for fixing glass panes ifn frame complete all as specified. Note : (i) Glass panes will measured & paid separately . (ii) Rubber beading will not be weighed.
1050
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Supply only 4 mm thick black glass ordinary quality in square exc 0.5 Sqm each complete all as specified and directed.
39.4
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Supply and fix 4.0mm thick figured glass, pin headed type ordinary quality fixing with oil putty and glazing clip, in squares not exceeding 0.5 Sqm in each pane complete all as specified and as directed by Engineer-in-Charge.
5
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S & F aluminium anodised wire cloth 0.45 nominal dia of wire and average width of aperature 1.40 and fixed with aluminium wire staple. complete all as specified and directed by Engr-in-Charge.
22
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Dismantling of aluminium sections /grill in any description including all fittings complete all as specified and as directed by Engineer-in-Charge.
290.5
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Supply and fix 15 micron coloured aluminium anodised grill of design No DG-101 or RG 102, 10 mm thick, cut to required size/shape, and fixed in position with and including aluminium beading and frame complete all as specified and as directed by Engineer-in-Charge.
70
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Taking down aluminium window shutter carefully from aluminium sliding frame n.exc 2 sqm and refixing in same position after replacing the window glass pane, wirmesh and nylon roller, rubber beading etc complete all as specified and directed.
Note: Glass pane and wiremesh will be measured and paid separetely under respective item.
4
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Taking down aluminium door shutter carfully and refixing in same position after repair/replacement of handle, floor door stoper, glass, rubber etc. adject area exc 1.sqm but not exc. 2sqm each complete all as directed. Note :- Glass will be measured and paid for separately.
2
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Supply only 5.5mm thick black tinted glass ordinary quality in square exc 0.5 Sqm each complete all as specified and directed.
6
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Dismantling, floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles and rubbish off the premises complete all as specified and directed.
595
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Demolition cement concrete (unreinforced) in ground floors and pavings not exc 15 cm thickness (below or above ground level), incl chequred tiles complete all as specified and directed.
22
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M&L for 25 mm thick cement concrete (1:2:4) type B-0 (using 12.50 mm graded aggregate) as in floor finishing even and rough for receiving top layers complete all as specified and as directed.
150
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M&L for 75mm thick cement concrete (1:4:8) type D-2 using 40 mm graded stone aggregate as in sub base of flooring/ hard standing path and finishing the surface even and fair without using extra cement all as specified and directed.
80
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M&L for 75mm thick cement concrete (1:3:6) type C1, using 40mm graded stone aggregate as in plinth protection, finishing cement concrete surfaces even and smooth without using extra cement, Joints of plinth protection shall be filled with bitumen mastic (1:3) complete all as specified and as directed.
150
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M&L for Non skid ceramic coloured tiles mm, 7 to 8mm thick,(square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm in floors etc,laid over 15 thick screed bed in cement mortar 1:6 and set and jointed in neat cement slurry and pointed in coloured cement. complete all as specified and directed by Engr-in-Charge.
155
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Material and labour for non skid coloured ceramic tiles (joint free), 7 to 8mm thick (square/rectangular), area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc., set and jointed in neat cement slurry and pointed in coloured cement to match over and including screed bed of 15mm thick in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge.
90
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M&L for glazed ceramic Coloured tiles over vertical surface of wall,300x450x 7mm/ 450x350x7mm thick (or nearest size), set and jointed in neat cement slurry and pointed in coloured cement to match including backing coat of 10mm thick in CM(1:4) complete all as specified and directed.
350
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Demolition of stone slabs and tiles of any description or thickness in floors, aprons etc. laid dry or laid dry and pointed. complete all as specified and directed by Engr-in-Charge.
31.45
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M & L for Machine cut Kota stone slab flooring 20-25 mm thick over 20 mm thick screed bed of cement mortar 1:4 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and as directed by Engnr-in-Charge.
185
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M & L for Machine cut Kota stone slab for tread in one piece 20-25 mm thick over 20 mm thick screed bed of cement mortar 1:4 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing, providing two Nos grooves, roudning to one edges of stone slab, bullnosing complete all as specified and as directed by Engnr-in-Charge.
32
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All as per item No.86 described here-in-before but in riser of steps, skirting/dado including 10mm thick Cement Mortar 1:3 backing coat etc complete all as specified and as directed by Engineer-in-Charge.
20
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Material and labour for 20 mm thick Makrana colour/white marble machine cut on kitchen platform, over cement screed base laid and joined with gray cement slurry mixed with pigment to match the shade including edge cutting , nosging , rubbing and polishing incl 20 mm thick screed bed in CM 1:4 complete all as specified and as directed by Engr-in-charge.
37.5
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Material and labour for 20-25 mm thick machine cut cudappa stone slab in jambs / cills / soffits of window / ventilator as in frame work to support for aluminium section, laid and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete over backing coat 10 mm thick in CM (1:4)complete all as specified and as directed by Engr-in-charge.
40
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Taking up or down steel tubing and connections for 15mm bore of pipe complete all as specified and directed.
40
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Taking up or down steel tubing and connections for 20mm bore of pipe complete all as specified and directed.
90
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Taking up or down steel tubing and connections for 25mm bore of pipe complete all as specified and directed.
100
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Supply and fix GI tubing, medium grade, 15 mm bore with all fittings and connections and fixing to wall/floor including cutting chases in brick walls pinning in if required and making good disturbed surfaces using with cement mortar 1:3 all as specified and directed.
40
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Supply and fix GI tubing, medium grade, 20 mm bore with all fittings and connections and fixing to wall/floor including cutting chases in brick walls pinning in if required and making good disturbed surfaces using with cement mortar 1:3 all as specified and directed.
90
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Supply and fix GI tubing, medium grade, 25 mm bore with all fittings and connections and fixing to wall/floor including cutting chases in brick walls pinning in if required and making good disturbed surfaces using with cement mortar 1:3 all as specified and directed.
100
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Dismantling of 110mm dia cast iron / PVC pipes jointed in cement mortor and taking out if reqd. complete all as specified and directed by Engr-in-Charge.
50
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Dismantling of 75mm dia cast iron / PVC pipes jointed in cement mortor and taking out if reqd. complete all as specified and directed by Engr-in-Charge.
40
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S & F PVC SWR Single socketed rain water pipes/soil waste pipes with rubber ring joints 110mm dia fixed to wall. complete all as specified and directed by Engr-in-Charge.
50
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S & F PVC SWR Single socketed rain water pipes/soil waste pipes with rubber ring joints 75mm dia fixed to wall. complete all as specified and directed by Engr-in-Charge.
40
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S & F PVC (SWR) bend any radius with access doors for 110 mm dia. complete all as specified and directed by Engr-in-Charge.
10
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S & F PVC (SWR) bend any radius with access doors for 75 mm dia. complete all as specified and directed by Engr-in-Charge.
10
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S & F PVC (SWR) branch piece, single (single Y) equal or unequal for 110mm dia bore incl jointing material complete all as specified and directed.
10
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S & F PVC (SWR) branch piece, double (double Y) equal or unequal for 110mm dia bore incl jointing material complete all as specified and directed.
10
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S & F PVC (SWR) junction single, (Single T) equal or unequal for 110mm dia bore as specified and directed.
2
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S & F PVC (SWR) branch piece, single (single Y) equal or unequal for 75mm dia bore incl jointing material complete all as specified and directed.
4
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S & F PVC (SWR) branch piece, double (double Y) equal or unequal for 75mm dia bore incl jointing material complete all as specified and directed.
4
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S&F PVS(SWR) Vent cowl 110mm dia. complete all as specified and directed by Engr-in-Charge.
5
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S&F PVS(SWR) Vent cowl 75mm dia. complete all as specified and directed by Engr-in-Charge.
5
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S&F 32 mm dia low density polyethylene pipe (LDPE) of pressure rating @ 6Kg f per Cm Cm Square fixed to wall. complete all as specified and directed by Engr-in-Charge.
30
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S & F PVC (SWR) floor Trap, plain with grating including jointing with solvent cement with outlet dia of 75 mm complete all as specified and as directed by Engnr-in-Charge.
10
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S&F in repairs, bib taps fancy type chromium plated, cast copper alloy, chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe or brass ferrule of 15mm bore complete all as specified and directed.
30
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S&F in repairs, angle cock/conceal stop valve fancy type cast copper alloy, fancy type, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipes or for unions of 15mm bore complete all as specified and directed.
20
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S&F in repairs taps fancy type cast copper alloy with capstan head, chromium plated, screwed down high pressure, with or without lettered ‘hot’ or ‘cold’ with long screwed shanks and fly nuts, screwed for iron pipes 15mm bore complete all as specified and directed.
8
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S&F in repair, CP brass soap Dish Cat No- BA-15 complete all as specified and directed by Engr-in-Charge.
6
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Supply and fix in repairs tubular towel rail Brass chromium plated 20mm dia, 'D' type, 60cm long between flanges fixed to walls with screws complete all as specified and as directed by Engineer-in-Charge.
6
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S&F Swivel shower of PTMT any colour for fixing with 15mm pipe minimum weight 40gms. complete all as specified and directed by Engr-in-Charge.
6
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S&F in repairs vitreous china wash down white water closet pan (squatt pattern orrisa pattern complete size 580 x 440mm with integral footrest (excl flushing cistern & flush pipe) incl lime concrete etc complete all as specified and directed by Engr-in-Charge.
16
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S&F in repair PVC Dual flushing cistern 10 ltr capacity white with inlet ball valve float flush pipe and handle including brackets and fixed in repair complete all as specified and directed by Engr-in-Charge.
20
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S&F in repairs flush pipe of polythene of low or high density. 32mm dia complete all as specified and directed by Engr-in-Charge.
20
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S&F in repairs cast iron Nahani trap 75mm with grating including jointing to waste pipe fixed in cement concrete type B1(1:2:4) complete all as specified and directed by Engr-in-Charge.
4
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S&F in repair grating 100 mm dia of PTMT (Min Wt 25 gms). complete all as specified and directed by Engr-in-Charge.
4
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S&F PVC connection 15 mm dia and 450 mm long with both end socket fixed in repairs. complete all as specified and directed by Engr-in-Charge.
25
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S&F in repair, vitreous china wash basin, white, flat back of size 550mm x 400mm including brackets grouted in cement mortar 1:2 in wall complete all as specified and directed. Note:- Supply only pillar taps, waste fittings, PVC connection, PVC waste pipe shall be measured and paid separately.
8
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S&F in repairs vitreous china urinals,flat back of size 465mmX355mmX265mm,white with grating and union for discharge pipe including connecting to waste pipe complete all as specified and directed.
6
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Supply only 32mm, waste fittings, brass chromium plated for glazed ware sink, basins, etc. with long screw shanks and fly nuts, flange end bedded in red lead cement and other end fixed complete all as specified and directed.
5
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Supply only PVC waste pipe 32mm bore of size 450mm to 600mm long complete all as specified and directed.
10
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S&F in repairs 600mmx450mm bevelled edge mirror of selected quality glass, mounted on 6 mm thick AC bldg Board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers. complete all as specified and directed by Engr-in-Charge.
6
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M & L For Rotational moulded polyethylene water storage tanks of capacity 2000 Ltr (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.
4
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Supply and fix in repairs Ball valve high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe of 25mm dia complete all as specified and as directed by Engineer-in-Charge.
4
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Supply and fix in repairs gun metal gate valve, 25mm bore, with iron wheel head, screwed both ends for iron pipes, ISI marked and fixed with suitable size of new union complete all as specified and as directed by Engineer-in-Charge.
4
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Taking down carefully copper/ aluminium point wiring (light, fan, socket or power) complete, including fitting & fixtures such as switches with board, ceiling roses, pendents, bell/ buzzer, bell push, lamp holders, regulators, sockets, light fittings etc, removing material from site and making good to the disturbed surfaces of walls, ceiling, floors etc. including making good the disturbed surfaces and paint touch up to match with the existing surface complete all as specified and as directed.
212
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Material and labour for point wiring (concelead type) of wall for one light/fan point with proper colour coding complete with and including PVC insulated unsheathed, flexible bright annealed multi stranded copper conductor single core FRLS cable 1.5 Sqmm 1100 volt grade confirming to IS 694 drawn through in and including (medium grade) rigid non metallic PVC conduit pipe 25 mm size ISI marked with conduit accessories / fittings / junction box / inspection covers etc of ISI marked and cutting chases for concealed conduit with all surfaces by means of screws and sunk / cup washers, with Modular metal flush box including white cover plate with frame for mounting of switches sockets fan regulators etc including 1.5 sqmm 1100 volts grade PVC insulated FRLS unsheathed flexible, multi stranded copper conductor cable (green colour) as continuous earthwire connected to metallic bodies of luminaries / fans etc at one end and to common earth dolly at other end all as specified and as directed by Engr-in-Charge.
(a) One light/Fan/Call bell point controlled by one, one way switch .
118
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(b) All as per item No 2 above but for one 3 pin socket outlet 5 Amps on the same board with other switches complete all as specified and as directed by engr-in-charge.
8
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(c) All as per item No 2 above but for one 3 pin socket outlet 5 Amps on independent board switch socket combination complete all as specified and as directed by engr-in-charge.
80
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All as per item No- 2 here-in-before but with 2.5 Sq mm for 3 pin 15 Amps socket point controlled by one switch on independent board and 2.5 Sq mm copper conductor green in colour as earth continuity conductor connected to common earth dolly complete all as specified and as directed by engr-in-charge.
6
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M&L for Switch modular type single pole, one way 6 Amp, ISI marked complete all as specified and as directed by engr-in-charge.
126
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M&L for Socket outlet, 2 in 1, 3 pin 5A modular type ISI marked complete all as specified and as directed by engr-in-charge.
8
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-
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M&L Switch socket combination 2 in 1, 5A modular type ISI marked complete all as specified and as directed by engr-in-charge.
80
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M&L Switch socket combination 2 in 1, 5A/16A, 5 in 1 modular type ISI marked complete all as specified and as directed by engr-in-charge.
6
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-
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M&L for ceiling rose 3 terminal PVC/Polycarbonate isolated body, ISI marked complete all as specified and directed by engr-in-charge.
106
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M&L for stepped type electronic fan regulator,120 W-2 module, ISI marked complete all as specified and directed by engr-in-charge.
26
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M&L for sub main wiring with two runs of 4 Sq mm and one run of 4 Sq mm for earth wire with multi standard copper conductors, 1100 volts grade, drawn through pvc conduit concealed type complete including taking down existing burnt aluminium/ copper sub main wiring and all as specified and as directed by engr-in-charge.
330
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S&F for LED light fitting 1 x 20 watt (4 ft), 240V, wall/surface mounted, integrated type extruded aluminium batten with all accessories internally prewired and incl connecting up with and incl twin/three twisted flexible copper conductor cable of suitable size in and incl flexible hose from ceiling rose to fitting complete all as specified and as directed.
72
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S&F angle holder, insulated polycarbonate body with back plate complete all as specified and directed by engr-in-charge.
12
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S&F in replacement existing UNSV LED 35W streetlight made up of pressure die cast housing with prismatic polycarbonate diffuser and individual LED's with secondary optics and IP65 protection complete with fixing arrangement and connections as directed.
4
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Supply and fix in repairs single door, sheet metal enclosure powder coated DB VTPN 4 way with 200 Amps rated bus bar, 415 volt, vertical type, IP 43 protection with provision for DPX 125 MCCB as incomer and SP/TP MCB as outgoing, flush in walls including making good of disturbed surface to match with existing surface complete all as specified and as directed by Engineer-in-Charge. Note : Rate quoted by the contractor deemed to include MCCB rate of 125 Amps.
2
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M&L for MCB Distribution board double door type SPN 12 way, sheet steel, powder painted, with copper bus bar neutral link & earth bar etc. and fixing MCBs of various rating capacity including taking down old unsv MCB DBs complete all as specified and as directed.
6
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-
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Supply and fixing MCB SPN 40-63 Amp rating 240V, 10KA 'C' curve miniature circuit breaker (MCB) of double poles and current carrying capacity in the MCB DB complete with connection testing and commissioning incl taking down old unsv MCB complete all as specified and as directed.
3
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Supply and fixing MCB SPN 32 Amp rating 240V, 10KA 'C' curve miniature circuit breaker (MCB) of double poles and current carrying capacity in the MCB DB complete with connection testing and commissioning incl taking down old unsv MCB complete all as specified and as directed.
3
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Supply and fixing MCB SP 6-32 Amp rating 240V, 10KA 'C' curve miniature circuit breaker (MCB) of single poles and current carrying capacity in the MCB DB complete with connection testing and commissioning incl taking down old unsv MCB complete all as specified and as directed.
72
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-
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Taking down Exh/Ceiling fan of any sweep carefully from its installed position, dismantling complete, cleaning all dust, applying grease for bearing, including filling cavaties with filler, after cleaning all dust, reassembling the fan and blades, hanging/ fixing the fan in its original position and testing on completion complete all as specified and as directed.
30
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Material & Labour for earthing with galvanised steel earth plate electrode of size 60cmx60cmx6mm thick buried directly in ground (earth pit not less than 2.25m deep below the ground level) with top edge of the plate not less than 1.5m below normal ground level, connected to galvanised earth lead wire 4.0mm dia by means of bolts, nuts check nuts and washers of galvanised iron or steel as shown in electrical plate No. 3 of SSR Part-I connected to earthing test point all as specified orindicated including testing on completion including necessary excavation and earth work in soft/loose soil, returning filling, disposal of surplus soil, earth pit in PCC 1:3:6 type C-1, RCC (1:1.5:3) type A1 precast cover (54cmx54cmx5cm) duly reinforced with including 8 mm dia TMT bar @ 150mm c/c both ways, one lifting handle made of 8mm dia TMT bar, embeded in precast cover slab, funnel, 20mm dia GI medium grade watering pipe, 15mm dia GI light grade earth lead protection pipe, chorcoal and common salt in alternatee layer complete all as specified and directed by Engr-in-Charge.
2
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-
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