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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.0 LAccepted-AOC 20 8 EWS PREETAM NAGAR COLONY ALLAHABAD | PRAYAGRAJ | UTTAR PRADESH | 211001 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹28.3 L+₹1.5 L (5.40%)Rejected-Finance 11 1 7 P D KYDGANJ PRAYAGRAJ U P PIN 211003 | PRAYAGRAJ | UTTAR PRADESH | 211003 | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹30.1 L+₹3.2 L (12.1%)Rejected-Finance 018 GROUND FLOOR LEKHRAJ ENCLAVE LEKHRAJ PANNA SECTOR 2 VIKAS NAGAR LUCKNOW UTTAR PRADESH 226022 | LUCKNOW | UTTAR PRADESH | 226022 | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹31.9 L+₹5.0 L (18.8%)Rejected-Finance | L4 | Rejected-Finance Being L4 | |
| 5 | L5₹33.2 L+₹6.4 L (23.6%)Rejected-Finance AT PO DERA COLLIERY TALCHER DIST ANGUL ODISHA PIN 759103 | ANUGUL | ODISHA | 759103 | L5 | Rejected-Finance Being L5 |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
17 Aug 2022, 6:00 pmClosed
Garrison Engineer (East) Allahabad
Stanley Road, Teliyarganj, Allahabad
Repair to drain, boundary wall, steel gate, garbage bin and cleaning of sewage line including repair to toilet and other misc. B/R repair of pump house installation and STP at Zone D old cantt and Fort cantt Allahabad.
2022_MES_541091_1
8582/E8
Open Tender
Civil Works
Item Rate
270 days
Allahabad
As Per NIT
8 documents required · 8 mandatory
₹500
Yes
GE (East) Allahabad
₹80,000
Yes
2 Dec 2022
26 Jul 2022
20 Aug 2022
26 Jul 2022
17 Aug 2022
10 Aug 2022
26 Jul 2022 - 2 Aug 2022
Amount
Dismantling of AC corrugated or semi corrugated sheet including AC ridges as in roof or wall covering, complete all as specified and directed.
Fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etc, 2mm thick, complete all as specified and directed.
Prepainted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of colour having tensile strength of 550 Mpa, as in roof covering / cladding to wall fixed with 'L' type or 'J' type or cranked hook bolts, complete all as speified and directed .
Prepainted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of colour having tensile strength of 550 Mpa, as in roof covering / cladding to wall fixed with 'L' type or 'J' type or cranked hook bolts, complete all as speified and directed .
Asbestos cement corrugated or semi-corrugated sheet, 6 mm thick, fixed with ‘L’ type or ‘J’ type or cranked hook bolts, complete all as specified and directed.
Asbestos cement corrugated or semi-corrugated sheet, 6 mm thick, fixed with ‘L’ type or ‘J’ type or cranked hook bolts, complete all as specified and directed. [Expect sheet]
Dismantling of timber scantlings 40 sq. cm and over in section, including removing bolt, nut, etc work in any position, complete all as specified and directed.
Second class hard-wood clean sawn in scantlings fixed as girder, lintels, wall plates, joist, purlin, rafters, etc, complete all as specified and directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided complete all as specified and directed.
Roof trusses (framed), trussed, purlins, rafters, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc, conforming to Fe 410-W (Gde- E- 250) quality-A, complete all as specified and directed.
Dismantling Bricks (laid flat or on edge) or brick tiles in floors, channels, kerbs, aprons, etc. (each layer) laid and bedded pointed in cement mortar, complete all as specified and directed.
Demolition of mud/lime concrete in roofs, any thickness, including plastering, old water proofing membrane and and leeping including brick/brick tiles (whether full thickness removed or only a part thereof) and removing the rubbish from site for distance not exc 50m, complete all as specified & directed.
Providing water proofing treatment over cleaned roof surface with bitumenous membrane weight not less than 3 kg per sq.m comprising of the following and testing of following: (a) Screed bed 10mm thick in CM 1:3, mixed with water proofing compound, over roof slab after the surface is cleaned. (b) Cleaning roof surface and applying One coat of Bitumen primer confirming to IS-3384-1965 @ 0.3 lit per sqm. (c) Applying a tack coat of hot blown bitumen 85/25 @ 1.2 kg/sq.m confirming to IS-702-1998 for water proofing membrane. (d) Providing APP modified polymeric water proofing membrane having weight not less than 3 kg per sq.m with 100 mm wide side or end lap and joint sealed with flamed torched pasted over full length. Note: Water proofing compound shall be measured and paid separately.
Bricks, sub class "A", laid flat on roofs, old size bricks bedded and jointed in CM 1:6 and pointed flush in CM 1:3, bricks bedded on 25mm thick sand layer, complete all as specified and directed.
Bricks, sub class "A", laid flat on roofs, old size bricks bedded and jointed in CM 1:6 and pointed flush in CM 1:3, bricks bedded on 25mm thick sand layer, complete all as specified and directed. [Except bricks]
Plain Cement concrete 1:2:4, type B-1 (20 mm crushed stone aggregate) as in roof kerb, mud stop, gola, rounded or chamfered on edges, complete all as specified and directed.
Cleaning of chocked Water closet/ Floor trap/ Gully trap etc manually by taking off sludge waste, night soil and silted soil from the existing pipe, by taking out accumulated garbage, silt, mud etc and removing the same at a distance not exceeding 50 m (where directed), washing and well flushing of the floor trap/WC/gully trap with water, complete all as specfied and directed. Note: Opening and closing of access doors shall be deemed to include in the quoted rate.
Vitrified ceramic tiles (light shade) 10 mm thick (square/ rectangular) area of each tile not exceeding 0.36 sqm each (minimum size of tile 600mm x 600mm), in skirting, dado etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile including 15mm thick screed bed in CM 1:6, complete all as specified and directed.
Taking down cement plaster, any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water including removing of all rubbish off from the site, complete all as specified and directed.
Rendering 15mm thick in CM 1:4, mixed with water proofing compound, on brick work or concrete surfaces of walls, finishing the surface even and smooth without using extra cement, complete all as specified and directed. Note: Water proofing compound shall be measured and paid separately.
Preparation of new plastered surfaces of walls and applying two coats of cement base paint of approved colour over a coat of 1mm thick wall care putty, complete all as specifed and directed.
Supply only integral water proofing compound, complete all as specified and directed.
Rendering 10mm thick in CM 1:6 on faces of brick work or concrete surfaces of walls, finishing the surface even and fair, complete all as specified and directed.
Rendering 5mm thick in CM 1:3 on concrete surfaces of ceilings, finishing the surface even and fair, complete all as specified and directed.
Preparation of new plastered surfaces of walls and applying two coats of acrylic emulsion paint of approved colour, complete all as specifed and directed.
Preparation of new plastered or unplastered surfaces of ceilings and applying three coats of white wash, complete all as specifed and directed.
Demolition of cement concrete (un reinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level), complete all as specified and directed.
Cement concrete 1:3:6 type C-2 using 40 mm graded stone aggregate in plinth protection, 75 mm thick, finished even and smooth without using extra cement, including making joints 10 mm wide to the full depth of PCC at the length n exc 3 metres and at every change of direction and filling the same with & including bitumen and sand 1:3 by weight complete all as specified and directed.
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 and directed.
Non - skid jointfree Ceramic, coloured tiles 7 to 8 mm thick, size of each tile shall be 300mm x 300mm, as in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile, laid over and including provision of 15 mm thick screed bed in CM 1:6, complete all as specified and directed.
Non - skid jointfree Ceramic, coloured tiles 7 to 8 mm thick, size of each tile shall be 400mm x 400mm, as in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile, laid over and including provision of 15 mm thick screed bed in CM 1:6, complete all as specified and directed.
Glazed ceramic coloured tiles as in vertical surface of walls such as skirting / dado and risers to steps, size of tile shall be 350mm x 250mm x 7mm / 450mm x 300mm x 7 mm thick, set and jointed in neat cement slurry and pointed in white cement mixed with colouring pigment to match the colour or shade of tiles, laid over and including provison of 10 mm thick rendering as in backing coat of tiles in cement mortar 1:4, complete all as specified and directed.
Dismantling of stone slabs and tiles of any description or thickness in floors, aprons etc., laid, bedded in any mortar, complete all as specified and directed.
Machine cut Kota stone slab 18 to 20mm thick, flooring over and including 20 mm thick screed bed in cement mortar 1:6, laid and jointed in grey cement slurry mixed with pigment to match slab including rubbing and polishing mirror finish, complete all as specified and directed.
Machine cut kota stone 18-20 mm thick over 10 mm thick bedding layer CM (1:4) in riser of steps, skirting, pillar etc laid and jointed in grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed.
Rotational moulded HDPE water storage tanks (cylindrical vertical with closed top) of 500 litres capacity, ISI marked, double layered hoisted and fixed in position including connecting up pipes including ball valves, high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball, screwed for iron pipe and fixed for 20 mm bore size (minimum weight 210gms), fixed in repair,complete all as specified and directed.
E-board Make: Everest, Design "Lake and Hill" of size 605mm x 605mm x 4mm thick white prelaminated set embossed reinforced designer ceiling board tiles of approved texture at all height laid on hot dipped galvanised iron imposed grid with 24mm wide T-section (White powder coated). The framework shall comprise of main runner made from 0.33mm thick GS sheet and of size 24 x 32x 300mm and soaced at 1200mm maximum centres securely fixed to structural soffits with hangers of 2mm dia GI wire to be fixed with approved rawl plugs, adjusters and screws. Flush fitting of 1200mmm long cross Tee (with double stiching) to be interlocked between main runners at 600mm centre to form 1200 x 1600 mm modules cross tee longer than 600mm to be supported independently. 600 x 600mm doubles to be formed by fittings 600mm long cross tee centrally between the 1200mm cross tee. Perimeter wall angle shall be of 0.45mm thick GS sheet of size 19 x 19 mm and 300mm long of white colour all as per manufacturers instructions, fixed in repair, complete all as specified and directed. Make of frame work: Armstrong or equivalent.
Tubular towel rail of brass chromium plated, 20 mm dia, 'D' type, 60 cm long between flanges, fixed in repair, complete all as specified and directed.
Angle valve, cast copper alloy chromium plated with long shank and cup, screwed down, high pressure, with crutch or butterfly handle, 15mm bore, screwed for iron pipe or for unions, fixed in repair, complete all as specified and directed.
Stop valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, fancy type, screwed both ends for iron pipe or for unions and fixed, chromium plated with long shank and cup (concealed type), 15 mm bore, fixed in repair, complete all as specified and directed.
Bib taps (fancy type), cast copper alloy, chromium plated with capstan head, screwed down, screwed for iron pipe or for brass ferrule and fixed, 15mm bore, fixed in repairs, complete all as specified and directed.
Pillar taps, fancy type, cast copper alloy with capstan head chromium plated fancy type screwed down high pressure with or without lettered 'HOT' or 'COLD' letter with long screwed shank and fly nuts, screwed for iron pipe 15mm bore pipe, fixed in repair, complete all as specified and directed.
Chromium plated brass shower rose 65 to 90 mm size with swivel joints, fixed in repair, complete all as specified and directed.
PVC low level cistern ‘white’ with inlet, 10 litre capacity, float valve including bracket with 32mm dia PVC pipe 600 mm long, fixed in repair, complete all as specified and directed.
PVC connection 15mm size with PTMT nuts on both ends of length 450mm, fixed in repair, complete all as specified and directed.
Vitreous China squatting pan, ‘Orissa’ pattern, size 580mm x 440 mm white, with integral foot rests (excluding flushing cistern and flush pipe), including provision of cement concrete 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) bedding and connection to trap, outgoing flushing pipe, anti syphonage pipe, 'P' or 'S' trap 100mm bore of pipe, fixed in repair, complete all as specified and directed.
Vitreous china urinal white bowl type, flat back or size 465mm x 355mm x 265mm, complete incl providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and incl 60 mm long brass screws, pointing around urinal back in cement; fixing automatic flushing cistern with brackets, flush pipe, grating and union for discharge pipe incl fixing of waste coupling, fixed in repairs, complete all as specified and directed.
Vitreous China wash hand basin white flat back of size 550 mm x 400mm fixed on cantilever brackets of mild steel angle 35mm x 35mm x 5mm, 32mm dia brass waste coupling, 32mm dia PVC waste pipe rigid quality and PVC connections 15mm bore 450mm long of PTMT, including fixing of taps, fixed in repairs, complete all as specified and directed.
Taking down chowkats or frames exceeding 1.5sq.m but not exceeding 4sq.m each with shutters (without taking off shutters from the frames) including removing from site, complete all as specified and directed.
Taking down chowkats or frames not exceeding 1.5sq.m each with shutters (without taking off shutters from the frames) including removing from site, complete all as specified and directed.
Taking down shutter of any description exceeding 1 sqm not exceeding 2 sqm each complete all as specified and directed..
PCC 1:3:6 type C-1 (using 20mm crushed stone aggregate) as in fixing of hold fasts with and including provision of necessary form work if required complete all as specified and directed.
Solid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube, complete all as specified and directed. MAKE:- Sintex / Rajshree plastic / Wood Forex, Indore
Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, supplying & fixing in the frame at site as per specification, complete all as specified and directed. MAKE:- Sintex / Rajshree plastic / Wood Forex, Indore / M/s Kumar Arch Tech Ltd.
Glazed and skeleton shutters, 35mm thick, second class hardwood, open rebated and prepared to receive glass, gauze, etc. (without sash bars), divided into squares with plain, chamfered or rounded mitered beads for securing glass/gauge complete all as specified in SSR Pt- I, section 8, clause 8.24(a) and as directed. Note: Glass or wire cloth, etc. in panels or sash squares shall be measured separately.
Flush shutters 30 mm thick, factory made, solid core construction, with block board core and plywood face panels, commercial type on both sides, complete all as specified and directed.
Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed, 250mm long, complete all as specified and directed.
Aluminium anodised, barrel tower bolts of extruded section and fixed, 150mm long, complete all as specified and directed.
Butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type B-21, 100mm long, complete all as specified and directed.
Aluminium alloy handles, cast type, anodised, 125mm long, complete all as specified and directed.
Steel windows factory made with side hung shutters including box type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded, inlcuding two coats of synthetic enamel paint over a coat of red oxide primer after preparation of the new steel surface, fixed in repair, complete all as specified and directed. Note: Red oxide primer shall be already cattered by the factory.
Steel windows factory made with side hung shutters including box type hinges with steel handle, and steel peg stay, complete without glazing bars, dovetailed or welded, inlcuding two coats of synthetic enamel paint over a coat of red oxide primer after preparation of the new steel surface, fixed in repair, complete all as specified and directed. Note: Red oxide primer shall be already cattered by the factory.
Steel ventilator factory made with top hung shutter including hinges, steel peg stay, inlcuding two coats of synthetic enamel paint over a coat of red oxide primer after preparation of the new steel surface, fixed in repair, complete all as specified and directed. Note: Red oxide primer shall be already cattered by the factory.
Stainless steel wire cloth, 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples, complete all as specifed and direcetd.
Stainless steel wire cloth, 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples, fixed in repair, complete all as specifed and direcetd.
Hacking out old broken glass (any thickness, size, quality or description) from metal frame (with and including punching or drilling out old glazing pins/spring clips and providing and fixing new ones) or stone, concrete or brick surrounds, glazed with putty or fixed with beads, complete all as specified and directed.
Sheet glass, 3mm thick, ordinary quality and glazing in squares not exceeding 0.5 sq. m in each pane with oil putty, complete all as specified and directed.
Figured glass, 4mm thick, pin headed type and glazing in squares not exceeding 0.5 sq. m in each pane with oil putty, complete all as specified and directed.
Mild steel work as in wind ties, hold fast etc, confirming to Fe 290 Gde E-165, complete all as specified and directed.
Rolled sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc, conforming to Fe 410-W (Gde-E- 250) quality-A, complete all as specified and directed.
Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks or supporting stand for desert coolers etc., and similar work conforming to Fe.290.Gde-E-165, complete all as specified and directed.
Preparation of new wooden surfaces exc 10 cm width or girth with sand or emery paper & applying two coats of synthetic enamel paint over a coat of pink primer , complete all as specified and directed.
Preparation of new steel and iron surfaces over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed.
Taking up or down 15mm bore, steel tubing and connections, including cleaning for refixing or removal to store, complete all as specified and directed.
Taking up or down 20mm bore, steel tubing and connections, including cleaning for refixing or removal to store, complete all as specified and directed.
GI tubing medium grade, galvanised with all fittings including short lengths, fixed to ceilings and walls with and including provision of suitable size of clamps or laid in floors, complete with all fittings (such as bends, elbows, Tee, short pieces, connectors, back nuts, diminishing pieces, caps, plugs and unions etc.,), 15mm bore of pipe, complete all as specified and directed.
GI tubing medium grade, galvanised with all fittings including short lengths, fixed to ceilings and walls with and including provision of suitable size of clamps or laid in floors, complete with all fittings (such as bends, elbows, Tee, short pieces, connectors, back nuts, diminishing pieces, caps, plugs and unions etc.,), 20mm bore of pipe, complete all as specified and directed.
Collapsible steel gates, top hung, consisting of channel pickets, pivoted flat bars, top and bottom runners, brass handles etc., as specified, erected in position and securing runners with holdfasts and brackets, fixed in repair, complete all as specified and directed.
Steel rolling shutters, 1.25mm thick, without ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer, erected in position as indicated, complete but gear operated type with bevel gear box and crank handle, push pull or manual type, fixed in repair, complete all as specified and directed.
Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade, including 25mm sand filling, complete all as specified and directed.
PCC (1:4:8) type D-2 using 40mm graded stone aggregate, 75 mm thick, as in sub base to floor finish, complete all as specified and directed.
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.
Brickwork with sub class 'B' bricks, straight or curved on plan exceeding 6metre mean radius, built in CM 1:6, complete all as specified and directed.
Brickwork with sub class 'B' bricks, straight or curved on plan exceeding 6metre mean radius, built in CM 1:6, complete all as specified and directed. [Except bricks]
Plain Cement concrete 1:2:4, type B-1 (20 mm crushed stone aggregate) as in roof kerbs or mud stops, coping, rounded or chamfered on edges, complete all as specified and directed.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc, complete all as specified and directed.
PCC 1:3:6 type C-2 using 40 mm crushed stone aggregate as in surface channels and drains including necessary form work if required complete all as specified and directed.
Precast cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) any thickness, size and shape including pilasters, buttresses, columns, pillars and post (including bases and caps) set in CM 1:4, complete all as specified and directed.
Dismantling posts or struts (wood, steel or R.C.C.) any section, embedded in concrete, brick work, ground masonary including taking out embedded portion and making good disturbed ground, complete all as specified and directed.
Dismantling chain link fencing, any type, complete all as specified and directed.
Excavating in post holes (or similar holes) each not exceeding 0.5 cu. m, getting out in soft / loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and directed.
Mild Steel (miscellaneous) work as in wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165, complete all as specified and directed.
Supply only Chain link MS galvanisd fencing, any size or type, complete all as specified and directed.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire, complete all as specified and directed.
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 galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured), fixed in repairs, complete all as specified and directed.
Demolition of cement concrete (reinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level), complete all as specified and directed.
Precast reinforced cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in landing, chullah hoods, chajjas, cover slab (for manholes) and similar work with plain faces, set in cement mortar 1:4, complete all as specified and directed.. NOTE:- Reinforcement shall be measured and paid separately under respective items of BOQ.
Mild steel round bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed.
TMT bars 6-8 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed.
Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, not exceeding 5cm long, diameter of neck shall be 11 to 15mm complete all as specified and directed.
Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade, with grey cement and pigment, laid over and including provision of sand (river sand) cushion of 25mm thick, including taking down old tiles, complete all as specified and directed.
Plain Cement concrete in foundations, 1:4:8 type D2 (using 40mm graded stone aggregate) as filling in foundations and mass concrete, complete all as specified and directed.
Chequered cement concrete tiles 200mm x 200mm x 25mm thick, with grey cement and no pigment; set, jointed and pointed in neat cement slurry in floors, laid as in floors, set and jointed in neat cement slurry and pointed in coloured cement to match the colour of tiles, laid over and including provision of 15mm thick screed bed or bedding layer in CM 1:6, complete all as specified and directed.
Providing precast cement concrete, 1:2:4 type B-0 (using 12.5mm graded stone aggregate) as in louvres and jallies, 25mm thick (measured solid), including all mouldings but excluding frame, complete all as specified and directed.
Cleaning of choked sewer line of 100mm dia upto 1.5 mtr depth manually or through mechanical appliances and making sewer line functional, complete including working under foul conditions and depositing the sludge rubbish etc. off the premises at an isolated place not exceeding 1 km distance, complete all as specified and directed. Note: Manholes connected with affected sewer line shall be measured separately.
Cleaning of choked sewer line of 100mm dia, upto 1.5 mtr depth through diesel running vehilce mounting hydraulic operated high pressure suction-cum-jetting sewer cleaning machine fitted with pump having suction capacity and water jetting tank including skilled operator, supervisor/ enginer and two safaiwalas etc, including working under foul conditions and depositing the sludge rubbish etc. off the premises at an isolated place not exceeding 1 km distance, complete all as specified and directed.
Cleaning of choked sewer line of 150mm dia upto 1.5 mtr depth manually or through mechanical appliances and making sewer line functional, complete including working under foul conditions and depositing the sludge rubbish etc. off the premises at an isolated place not exceeding 1 km distance, complete all as specified and directed. Note: Manholes connected with affected sewer line shall be measured separately.
Cleaning of choked sewer line of 150mm dia, upto 1.5 mtr depth through diesel running vehilce mounting hydraulic operated high pressure suction-cum-jetting sewer cleaning machine fitted with pump having suction capacity and water jetting tank including skilled operator, supervisor/ enginer and two safaiwalas etc, including working under foul conditions and depositing the sludge rubbish etc. off the premises at an isolated place not exceeding 1 km distance, complete all as specified and directed.
Cleaning of choked sewer line of 150mm dia, depth exc 1.5 m but n. exc 3.0 m, through diesel running vehilce mounting hydraulic operated high pressure suction-cum-jetting sewer cleaning machine fitted with pump having suction capacity and water jetting tank including skilled operator, supervisor/ enginer and two safaiwalas etc, including working under foul conditions and depositing the sludge rubbish etc. off the premises at an isolated place not exceeding 1 km distance, complete all as specified and directed.
Cleaning of choked sewer line of 200mm dia, depth exc 1.5 m but n. exc 3.0 m, through diesel running vehilce mounting hydraulic operated high pressure suction-cum-jetting sewer cleaning machine fitted with pump having suction capacity and water jetting tank including skilled operator, supervisor/ enginer and two safaiwalas etc, including working under foul conditions and depositing the sludge rubbish etc. off the premises at an isolated place not exceeding 1 km distance, complete all as specified and directed.
Cleaning of choked sewer line of 200mm dia, depth exc 3.0 m but n. exc 4.5 m, through diesel running vehilce mounting hydraulic operated high pressure suction-cum-jetting sewer cleaning machine fitted with pump having suction capacity and water jetting tank including skilled operator, supervisor/ enginer and two safaiwalas etc, including working under foul conditions and depositing the sludge rubbish etc. off the premises at an isolated place not exceeding 1 km distance, complete all as specified and directed.
Cleaning of choked sewer line of 300mm dia, depth exc 1.5 m but n. exc 3.0 m, through diesel running vehilce mounting hydraulic operated high pressure suction-cum-jetting sewer cleaning machine fitted with pump having suction capacity and water jetting tank including skilled operator, supervisor/ enginer and two safaiwalas etc, including working under foul conditions and depositing the sludge rubbish etc. off the premises at an isolated place not exceeding 1 km distance, complete all as specified and directed.
Cleaning of choked sewer line of 300mm dia, depth exc 3.0 m but n. exc 4.5 m, through diesel running vehilce mounting hydraulic operated high pressure suction-cum-jetting sewer cleaning machine fitted with pump having suction capacity and water jetting tank including skilled operator, supervisor/ enginer and two safaiwalas etc, including working under foul conditions and depositing the sludge rubbish etc. off the premises at an isolated place not exceeding 1 km distance, complete all as specified and directed.
Cleaning of choked sewer line of 300mm dia, depth exc 4.5 m but n. exc 6.0 m, through diesel running vehilce mounting hydraulic operated high pressure suction-cum-jetting sewer cleaning machine fitted with pump having suction capacity and water jetting tank including skilled operator, supervisor/ enginer and two safaiwalas etc, including working under foul conditions and depositing the sludge rubbish etc. off the premises at an isolated place not exceeding 1 km distance, complete all as specified and directed.
Cleaning of blocked / chocked manholes of depth n. exc 1.5m by any means i.e. mechanically or manually including removal of sludge / dirt etc water semi solid materials including other materials from manholes of any depth including working under foul condition and removing rubbish & deposited outside building premises complete all as specified and directed. Note: Sludge will be disposed off the area out of premises of MOD and covered the same by bleaching powder @1.5 kg/sqm over surface of sludge.
Cleaning of blocked / chocked manholes of depth exc 1.5m but n exc 3m by any means i.e. mechanically or manually including removal of sludge / dirt etc water semi solid materials including other materials from manholes of any depth including working under foul condition and removing rubbish & deposited outside building premises complete all as specified and directed. Note: Sludge will be disposed off the area out of premises of MOD and covered the same by bleaching powder @1.5 kg/sqm over surface of sludge.
Demolition and breaking up salt glazed stoneware drain pipe of any internal dia, set in cement mortar, complete all as specfied and directed. Note: Excavation, earth work, salt glazed stoneware drain pipe, concrete bed to drain pipes shall be measured and paid separately under respective items in this schedule.
Salt glazed stoneware drain pipe 200mm bore, grade A laid in trenches and jointed in CM 1:1, complete all as specfied and directed.
Salt glazed stoneware drain pipe 150 mm bore, grade A laid in trenches and jointed in CM 1:1, complete all as specfied and directed.
Cement concrete bed to drain pipe including packing under and haunching against side of pipe after they are laid and tested in cement concrete 1:3:6 type C-2 using 40 mm crushed stone aggregate for the 200 mm internal dia of pipe complete all as specified & directed.
Cement concrete bed to drain pipe including packing under and haunching against side of pipe after they are laid and tested in cement concrete 1:3:6 type C-2 using 40 mm crushed stone aggregate for the 150 mm internal dia of pipe complete all as specified & directed.
PVC (SWR) pipes of 110mm internal dia, single socketed in any length with rubber ring joints fixed to walls or laid in floors, with MS clips or clamps, fixed in repair, complete all as specified & directed.
PVC (SWR) pipes of 75mm internal dia, single socketed in any length with rubber ring joints fixed to walls or laid in floors, with MS clips or clamps, fixed in repair, complete all as specified & directed.
PVC(SWR) bends in any radius, 110mm bore, fixed in repair, complete all as specified and directed.
PVC(SWR) bends in any radius, 110mm bore, provided with access door, fixed in repair, complete all as specified and directed.
PVC(SWR) bends in any radius, 75mm bore, fixed in repair, complete all as specified and directed.
PVC(SWR) bends in any radius, 75mm bore, provided with access door, fixed in repair, complete all as specified and directed.
Cast Iron 100mm bore floor trap, plain with grating including jointing with solvent cement concrete 1:2:4, type B-1 (using 20mm graded crushed stone aggregate), with run lead, fixed in repair, complete all as specified and directed.
Cast iron pipe (sand cast) soil waste and vent pipes, 100mm bore, in any length with or without ears, joint with cement joints, fixed in walls, complete all as specified & directed.
Cast Iron branch piece single (equal and unequal) for 100 mm bore pipe, complete all as specified & directed.
Cast Iron plain bend 100mm bore, fixed in reapir, complete all as specified & directed.
Excavation in trenches not exceeding 1.5m deep & not exceeding 1.5m wide or area not exceeding 10 Sqm on plan& depth not exceeding 1.5 m in soft/loose soil and getting out for foundation, trenches etc complete all as specified & directed.
Returning, filling in soils, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick, complete all as specified and directed.
Removing surplus excavated material (soils) to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point, complete all as specified and directed.
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