Tender For Cleaning, Repair And Maintenance Of Sewage Line, Septic Tanks, Manholes, Soak Wells, Cover Slabs And Other Items Etc At Inf Bn, Cwe, Ce Office, And Mes Office Including Other Minor Units In Si Lines Area Under Ge Bhopal
Tender Overview
Project Description
Tender for Cleaning, Repair And Maintenance Of Sewage Line, Septic Tanks, Manholes, Soak Wells, Cover Slabs And Other Items Etc At Inf Bn, Cwe, Ce Office, And Mes Office Including Other Minor Units In Si Lines Area Under Ge Bhopal
BOQ
| Sl. No. | Item Description |
| 1 | Note :(i) Please refer Sch A/ BOQ Notes before quoting the tender for all phases/ items mentioned below.(ii) Amount of Schedule of credit shall be deducted offline |
| 2 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. |
| 3 | Dismantling posts or struts (wood, steel or R.C.C. or any type) any section, including taking out embedded portion and making good disturbed ground embedded in concrete or masonary complete all as specified and directed. |
| 4 | M&L for excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface hard or dence soil complete all as specified and directed. |
| 5 | S&F mild steel works as in fencing, posts & struts embedded in stone masonry/ bricks works including cutting tops to shape as directed, drilled holes notching for wires flat iron fillets (for securing wire mesh etc) inlcuding all drilling, bolting or riveting etc and similar work conforming to Fe-410 or Fe-310-0 complete all as specified an directed. |
| 6 | S&F mild steel, screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, each screwed end to be fitted with washers and one hexagonal or square nut, n. exc 5 cm long (Diameter of neck in 11 to 15 mm) complete all as specified and directed. |
| 7 | S&F PVC coated galvanised steel chain link fencing of 3mm dia wire and mesh size 50 x 50 mm or less of any type of standard, rail straining bolts etc including provision of binding wire and dismantling of old fencing wire mesh any type and fixed in any pattern complete all as specified and directed. |
| 8 | M&L plain round bars 5 mm dia over and upto incl 10mm bar for fixing in fencing mesh including cut to length bent to shape and welding as required or securig with clips etc complete. |
| 9 | S&F in repair galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing 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) complete all as specified and directed. |
| 10 | Supply and welding of misc damaged parts of MS gates, windows, grills i.e. handle, sliding bolts, tower bolts, hinges, stoppers and alike as specified and directed |
| 11 | Welding in repairs of gates, windows and other MS items size of welding exc 2.5cm but n exc 5cm in length (thickness of metal not exc 6mm ) all as specified and directed |
| 12 | S&F framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete Fe 410-W (Gde E-250) quality A complete all as specified and directed. |
| 13 | M&L 1.00 mm thick mild steel, plain black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required mild steel complete all as specified and directed. |
| 14 | M&L 15 to 18 mm thick granite work (table rubbed and polished) as in steps, jambs, pillars, window- cills,cooking platforms, working table and like over 20 mm thick screed bed or bedding layer in cement mortar (1:4) and pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including demolition of old stone slab fixed in any mortar and pattern all as specified and directed |
| 15 | M&L for 25mm thick decorative dholpur sandstone louvres and jallies of required size and design all mouldings set in CM 1:4 including dismantling of old stone Jallies and removing outside MD land all as specified and directed. |
| 16 | M&L for 60 cm long decorative Dholpur sandstone Post, 75mX75mm size including all mouldings set in CM 1:4 including dismantling of old stone post embedded in concrete or masonary and removing outside MD land complete all as specified and directed. |
| 17 | S&F for roof trusses (Framed), trussed, purlins, crane gantries, rails and fastening and heavy brackets framing(Beam, tee, angle, channel or flat section) including distance pieces, cleats, etc. Gde Fe 410-W (Gde-E-250) quality-A all as specified and directed. |
| 18 | Supply & fixing of framed work such as grills, gratings, cooler stands 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 and similar work conforming to Fe 290 Gde E-165 incl necessary fixing to walls complete all as specified and directed. |
| 19 | S&F pre-painted galvalume aluminum zinc coating, GI based corrugated steel sheet of 0.50 mm thick (precoated AZ 150 micron) of approved colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws and bitumen washer including dismantling of old sheets fixed at any location complete all as specified and directed. |
| 20 | All as per ser item no 18.00 here-in-before but in ridges, hips, valley gutter, drip and straight flashing (length and girth as fixed) including dismantling of old sheets fixed at any location complete all as specified and directed |
| 21 | M&L for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size including dismantling of old railing sections fixed at any location and pattern complete all as specified and directed |
| 22 | M&L for preparation of new steel surfaces over 10cm width or girth of any description and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed |
| 23 | M&L for preparation of old painted wooden surfaces and applying one coats of synthetic enamel paint (approved color and pattern), not otherwise described, over 10cm width or girth complete all as specified and directed |
| 24 | Demolition of concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) and removing outside MD land complete all as specified and directed. |
| 25 | M&L for plain cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in post hole complete all as specified and directed. |
| 26 | M&L for plain cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation, filling in and mass concrete to be laid in required slope complete all as specified and directed. |
| 27 | M&L for plain cement concrete 1:2:4 type B1 using 20mm gradded stone aggregate as in copings and the like including weathering, slightly rounded or chamfered angles and throating, as directed including neccessary formwork all as specified and directed.. |
| 28 | Taking out settled bricks/ Interlocking paver blocks any thickness (laid flat or on edge) in path, floors, channels, kerbs, aprons, etc. (each layer) laid dry and refixing at same location over and including 50mm thick river sand cushioing all as specified and directed |
| 29 | S&F Providing and laying 60mm thick rubber moulded factory made chamfered edge cement concrete glossy finish paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, laid in required colour & pattern over and including 50mm thick compacted bed of fine river sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer and filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed. |
| 30 | S&F Providing and laying 80mm thick rubber moulded factory made chamfered edge cement concrete glossy finish paver block of M-40 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, laid in required colour & pattern over and including 50mm thick compacted bed of fine river sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer and filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed |
| 31 | M&L for heavy duty parking /outdoor tiles minimum 10mm thick (square/rectangular) area of each tiles not exc 0.11 sqm, in floors set and jointed in neat cement slurry and fixed over and including 15mm thick screed bed in CM 1:4 incl demolition of old tiles all as specified and directed. |
| 32 | M&L for 20-25mm thick machine cut kota stone slab in flooring and skirting over 20mm thick cement screed base in CM 1:4 laid and jointed with grey cement slurry including rubbing and mirror polishing and dismantling of old stone slab complete all as specified and directed. |
| 33 | M&L for reinforced cement concrete (nominal mix) in type A1 1:1½:3 (20 mm graded stone aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete including demolition of old RCC structure of any description and in any position all as specified and directed. |
| 34 | M&L for reinforced cement concrete (nominal mix) in type A1 1:1½:3 (20 mm graded stone aggregate) Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses including demolition of old RCC structure of any description and in any position all as specified and directed. |
| 35 | M&L for reinforced cement concrete (nominal mix) in type A1 1:1½:3 (20 mm graded aggregate) as in Beams, bands, cantilevers, bressummers, lintels over 1.5m span including demolition of old RCC structure of any description and in any position all as specified and directed. |
| 36 | M&L for formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 12 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 5 cm but n exc 12cm wide complete all as specified and directed. |
| 37 | M&L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter surface flat and fair finished surfaces complete all as specified and directed. |
| 38 | M&L for formwork to sides and soffits of floor or roof beams,bands, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. flat and rough finished surface complete all as specified and directed. |
| 39 | M&L TMT reinforcement bars 10mm and over using cut to length, bent to shape as required including cranking bending spirally for hooking ends and binding with and including mild steel wire (annealed not less than 0.9mm dia or securig with clips etc complete all as specified and directed. |
| 40 | M&L TMT reinforcement bars but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips |
| 41 | M&L brick work with sub class ‘B’ modular bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 including demolition of old brick masonary all as specified and directed. |
| 42 | M&L for stone Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:4 including demolition of old stone masonary complete all as specified and directed. |
| 43 | Extra for forming fair finished drain or channel 30 to 45 cm inner girth in cement concrete using extra cement including forms, moulds mitred / stopped ends complete all as specified and directed. |
| 44 | Extra for forming fair finished drain or channel 45 to 60 cm inner girth in cement concrete using extra cement including forms, moulds mitred / stopped ends etc complete all as specified and directed. |
| 45 | M&L for rendering 15 mm thick on fair face of brick work or concrete surfaces or stone masonry surfaces in CM 1:4 finished even and smooth without using extra cement including taking down old plaster from brick or concrete surface and raking out joints complete all as specified. |
| 46 | M&L for preparation of newly plastered or unplastered surfaces in walls soffits, facia, chajjas and applying two coat of exterior weather proof water based emulsion over a coat of compatible primer complete all as specified and directed. |
| 47 | M&L for rendering 15 mm thick on fair face of brick work or concrete surfaces or stone masonry surfaces or surface in CM 1:4 finished even and smooth without using extra cement including taking down old plaster from brick or concrete surface and raking out jointscomplete all as specified and directed. |
| 48 | M&L two coat of cement base paint over a coat of compatible primer including preparation of new plastered surfaces complete all as specified ans as directed. |
| 49 | M&L for clearing & removal of blockage, of any type in WC, bathroom, kitchen including floor/ nahani traps, soil waste/ vent pipes, gully trap upto 1st manhole, in any situation by way of flushing, rodding or any other means as per site requirement for free flow of water through line and removing rubbish to a distance up to 50 metres as directed. Note: (a) Contractor shall receive complaints from the office of AGE B/R I SI Lines daily by 9.00 AM to receive all complaints of entire area seperately i.e. Md accn & OTM accn.(b) Contractor shall employ service providers (sweepers) separately for both the areas for attending the given complaints alongwith all requisite T&P and ensure completion report by 5.00 PM on same day.(c) Complaint/blockage cleared in one building in a day shall be treated as a single complaint.(d) Non attending of complaint within 12.00 hours, penalty @ Rs. 100 per complaint shall affected from contractor payments. |
| 50 | Clearing & removal of all blockage in sewage line of any dia of sewer lines, manholes of any section and any depth, in any situation by way of cleaning / desludging foreign materials as well as blockage of sewage line in between successive manholes manunally / mechanically including desludging of manhole /sewage line where required and odered by Engineer-in-charge and keeping sewer line functional, upto final drop/outlet into septic tank /central sewage system terminating in other joining zone/ area or into sewage wells complete all as specified. Note: (a) Contractor shall receive complaints from the office of AGE B/R I SI Lines daily by 9.00 AM to receive all complaints of entire area seperately i.e. Md accn & OTM accn.(b) Contractor shall employ service providers (sweepers) separately for both the areas for attending the given complaints alongwith all requisite T&P and ensure completion report by 5.00 PM on same day.(c) Complaint/blockage cleared in one building in a day shall be treated as a single complaint.(d) Non attending of complaint within 12.00 hours, penalty @ Rs. 100 per complaint shall affected from contractor payments. |
| 51 | M&L Excavation in trenches n.exc 1.5m wide and n.exc m in deep and getting out in hard/dense soil etc including trimming bottom and sides of trenches, levelling/gradient /slopes and ramming bottom of trenches complete all as specified and directed. |
| 52 | M&L returning filling in, including spreading, levelling, watering and well ramming in layers n.exc 25cm thick in hard/dense soil complete all as specified and directed. |
| 53 | M&L removing excavated material soil exc 1.5km but not exceeding 5km and depositing where directedcomplete all as specified and directed. |
| 54 | S&F Reinforced concrete pipes of 150mm dia or bore, class NP2, laid and jointed complete with collars including testing and demolition and breaking up of old SGSW/RCC/PVC pipes all as specified & directed for the following bores :- |
| 55 | All as ser Item No 53.00 here-in-before but 200 mm internal dia of pipe. |
| 56 | All as ser Item No 53.00 here-in-before but 300 mm internal dia of pipe. |
| 57 | S&F of 150mm dia or bore, DWCP HDPE pipes in trenches class SN-8 conforming to IS 16098 (Part-2) in 6 mtr length with coupler including demoilition and breaking up of old SGSW/RCC/PVC pipes for the following bores :- |
| 58 | All as ser Item No 56.00 here-in-before but 200 mm internal dia of pipe. |
| 59 | All as ser Item No 56.00 here-in-before but 300 mm internal dia of pipe. |
| 60 | M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe laided and tested for 150 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed.Note:-(i) Thickness of bed below the barrel of pipes: 10cm for pipes 100 mm and 150mm dia and 15cm for pipes 200mm dia and over. |
| 61 | M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe laided and tested for 200 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed.Note:-(i) Thickness of bed below the barrel of pipes: 10cm for pipes 100 mm and 150mm dia and 15cm for pipes 200mm dia and over. |
| 62 | M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe laided and tested for 300 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed.Note:-(i) Thickness of bed below the barrel of pipes: 10cm for pipes 100 mm and 150mm dia and 15cm for pipes 200mm dia and over. |
| 63 | M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe laided and tested for 150 mm bore of pipe with cement concrete 1:3:6 type D-2 using 40mm graded stone aggregate complete all as specified and directed.Note:-(i) Thickness of bed below the barrel of pipes: 10cm for pipes 100 mm and 150mm dia and 15cm for pipes 200mm dia and over. |
| 64 | M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe laided and tested for 200 mm bore of pipe with cement concrete 1:3:6 type D-2 using 40mm graded stone aggregate complete all as specified and directed.Note:-(i) Thickness of bed below the barrel of pipes: 10cm for pipes 100 mm and 150mm dia and 15cm for pipes 200mm dia and over. |
| 65 | M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe laided and tested for 300 mm bore of pipe with cement concrete 1:3:6 type D-2 using 40mm graded stone aggregate complete all as specified and directed.Note:-(i) Thickness of bed below the barrel of pipes: 10cm for pipes 100 mm and 150mm dia and 15cm for pipes 200mm dia and over. |
| 66 | Providing and fixing FRP(Fibre Reinforced Plastic) manhole cover of size 450x450 mm with frame of approved make,conforming to IS 1726/EN 124 standards, complete with frame,locking arrangement,lifting keys, including setting in cement mortar and making good disturbed surfaces,all as specified and directed |
| 67 | All as ser Item No 65.00 here-in-before but 750mmx750mm complete. |
| 68 | All as ser Item No 65.00 here-in-before but 750mmx750mm complete. |
| 69 | Material & labour PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in benching , kerbs compelete all as specified and directed |
| 70 | M&L precast RCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in cover slab set in CM 1:6 incl demolition of old cover slab all as specified and directed. Note:- Reinforcement steel will be measured and paid separately. |
| 71 | Cutting into existing manholes for connecting new sewage line / diverting some line to new manhole for smooth flow ; for 150/200 mm dia pipe incl making good to disturbed benching and haunching, plaster etc and forming new branch channel ( ½ round of ¾ section) if required in cement concrete 1:2:4 type B1 and smooth finished , reforming benching as required and as directed |
| 72 | M&L for 50mm thick sand stone slab in as in Gully trap/ manholes cover stone as in required size etc set and pointed in CM 1:4 rendering complete all as per specified and directed. Please Enable Macros to View BoQ information |
| 73 | M&L for 50mm thick sand stone slab in as in Gully trap/ manholes cover stone as in required size etc set and pointed in CM 1:4 rendering complete all as per specified and directed. Please Enable Macros to View BoQ information |
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Tender Published
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Upcoming · 18 daysBid Opening Date
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