Repair Cleaning Of Sewage Lines Misc Br Works And Repair Replacement Of Roof Sheet False Ceilling Roof Treatment Roof Tiles Int Ext Plastering At Depot Bn Pao Or Teo Record Office Ajit Vihar Gp Hq Of Beg And C Under Age Br Ii In Ge C Kirkee Repair Clean
Tender Value
46.19 Lakhs
Estimated cost
Bid Submission
18 Oct 2021
0 days left
EMD
92380
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
KIRKEE → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repair Cleaning Of Sewage Lines Misc Br Works And Repair Replacement Of Roof Sheet False Ceilling Roof Treatment Roof Tiles Int Ext Plastering At Depot Bn Pao Or Teo Record Office Ajit Vihar Gp Hq Of Beg And C Under Age Br Ii In Ge C Kirkee Repair Cleaning Of Sewage Lines Misc Br Works And Repair Replacement Of Roof Sheet False Ceilling Roof Treatment Roof Tiles Int Ext Plastering At Depot Bn Pao Or Teo Record Office Ajit Vihar Gp Hq Of Beg And C Under Age Br Ii In Ge C Kirkee
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of Asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings complete all as specified and as directed. |
| 2 | M&L for6mm thick asbestos cement, corrugated or semi-corrugated sheets in roofs, walls etc fixed with L-type or J- type or cranked hook bolts complete all as specified and as directed. |
| 3 | Ditto all as per item No 2 above but except AC sheet. |
| 4 | M&L Asbestos cement two- piece adjustable plain wing ridge 6mm thickfixed with L-type or J- type or cranked hook bolts complete all as specified and as directed. |
| 5 | Dismantling of Plain or corrugated/galvalume steel sheeting, any gauge, thickness, including Nainital orsimilarpattern roof coverings complete all as specified and as directed. |
| 6 | S & F 0.63 mm Galvanised, corrugated mild steel sheeting with two corrugationsside lap, fixed with L-type or J-type or cranked hook bolts in lieu of screws and washers, in roofs, walls etc. with grade of zinc coating 275 complete all as specified and directed. |
| 7 | Ditto all as per item No. 06 here in before above but except sheets complete all as specified and as directed. |
| 8 | S&F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed. |
| 9 | S& F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in ridge, roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed. |
| 10 | S&F 0.63 mm plain Galvanised, mild steel sheeting, in ridges, hips, valley Gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 fixed with self tapping /coach screws complete all as specified and as directed. |
| 11 | Dismantling wrought iron or mild steel work of any description and at any position not otherwise provided complete all as specified and as directed. |
| 12 | S & Frolled mild steel sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates confirming to Fe-410 W(Gde E-250) quality B complete all as specified and as directed. |
| 13 | S&F steel work in tubular trusses including special shaped washer etc complete using ERWor induction but welded tubes confirming to I.S. 1161-1979 grade St. 240 etc as in purlins complete all as specified and as directed. |
| 14 | M & L preperation of new steel surfaces of any desciption over 10 cm in width or girth not other wise describedand applying two coats of synthetic enamell paint over a coat of red oxide complete all as specified and as directed. |
| 15 | Dismantling of single layer Mangalore pattern or similar tiles in roof coverings complete all as specified and as directed. |
| 16 | S & F roof tiles, Mangalore pattern, inter locking at side joints laid dry complete all as specified and as directed. |
| 17 | Ditto all as per ser item No 16 above except tiles. |
| 18 | S & F ridge or hip tiles to suit Mangalore pattern of roofing tilesbedded and jointed in CM 1 : 6 complete all as specified and as directed. |
| 19 | Dismantling battens for tiles shingles etc of any size including tilting fillets spaced exc 15 cm complete all as specified and as directed. |
| 20 | S&F second class hard wood clean sawn battens at 30 cm centre to centre and sectional area exceeding 15 Sqcm and not exceeding 25 Sqcm complete all as specified and as directed. |
| 21 | Ditto all as per item No 20 above but except battens complete all as specified and as directed. |
| 22 | Removing of old water proofingtreatment and cleaning the surface of slab and clearing with wire brushes, removing dust, foreign material, rubbish off the site to a distance n.exc. 100m complete all as specified and as directed. |
| 23 | M&L forrendering 10mm thick on existing concrete surfaces of roof in CM (1:3) mixed with water proofing compound @ 3% by weight of cement, finishing even and smooth without using extra cement with and including water proofing treatment over RCC slab by applying oil bound bitumen primer @ 0.3 kg/Sqm and providing and laying 3 mm thick APP modified water proofing memberane, weighing not less than 3.00 kg/sqm, reinforced with non woven polyester reinforcement matt weighing not less than 160 gm/Sqm polyester core, having softening point not less than 150°C, longitudinal tensile strength not less than 650 N/ 5 cm, tearing streangth of 180 N / 5 cm, torch application method, with a overlap of 100mm at the sides and 150mm at the ends and sealing and applying a coat of solar reflective aluminium paint @ 0.2 Kg/Sqm on membrane surfaces complete including carrying out 24 hrs ponding test over the complete treatment complete all as specified and as directed by Engineer in charge. (Note : (i) Rate quoted by the conractor is deemed to be exclusive of water proofing compound and complete material required for water proofing tratement as descriped above. (ii) Contractor shall supply and fix a stainless steel 304 grade plate of dimension 45cmx30cm in Buildings where water proofing is done. The SS plate shall have engraving showing Name of work, CA No, Name of contractor & date of completion of work. The rate quoted by contractor shall be inclusive of the same. |
| 24 | Supply only integral water proofing compound. |
| 25 | Dismantling ofwall and ceiling boards (fibre, pulp insulation, AC etc), any thickness including cover fillets complete all as specified and as directed. |
| 26 | S&F interlocking aluminium alloy anodised snap grid consists of main Tee runners of size 38mm x25mm x1.5mm spaced 1200mm centre to centre and cross Tee of size 25mmx25mmx 1.5mm, 1200mm long spaced between the main Tee at 600mm centre to centre to form a grid of 1200mmx600mm and provide a secondary cross tee 25mm x1.4mm ( of length 600mm)to be interlocked of the centre of 1200mmx600mm panel to form a grid of 605mmx605mm and wall angle 25mmx25mmx 2mm. Aluminium alloy extruded section shall be aluminium anodised (minimum 15 micron ) and shall conform to IS 733, IS 1285 and IS 737. including Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long complete all as specified and as directed. |
| 27 | Providing and fixing Gypsum Board 8 to 9mm thick in ceiling fixed with screw as per manufacturers instructions 60cmx60cm in size, timber frame work or metal grid or with staples on snap grid in ceiling complete all as specified and as directed. |
| 28 | Dismantling timber framed work scantlings 40 sqcmand over in section, in any position complete all as specified and as directed. |
| 29 | Dismantling timber framed work scantlings in fillets, rails, posts, rafters, purlins etc under 40 sq. cm in section complete all as specified and as directed. |
| 30 | S&F 2nd class soft wood timber framed and fixed clean sawn in scantling complete all as specified and as directed. |
| 31 | M&L two coats of synthetic enamel paint over a coat of pink primer on new wooden surfaces including all necessary preparation over 10 cms width or girth complete all as specified and as directed. |
| 32 | Taking up or down 15mm bore steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and as directed. |
| 33 | Taking up or down 20mm bore steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and as directed. |
| 34 | Taking up or down 25mm bore steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and as directed. |
| 35 | S&F tubes 15mm bore medium grade galvanised with all fittings and fixed complete to walls and ceiling or laid in floor etc complete all as specified and as directed. |
| 36 | Fixing only tubes 15mm bore, any grade, to walls and ceilings or laying in floors etc complete all as specified and as directed. |
| 37 | S&F tubes 20 mm bore medium grade galvanised with all fittings and fixed complete to walls and ceiling or laid in floor etc complete all as specified and as directed. |
| 38 | Fixing only tubes 20mm bore, any grade, to walls and ceilings or laying in floors etc complete all as specified and as directed. |
| 39 | S&F tubes 25 mm bore medium grade galvanised with all fittings and fixed complete to walls and ceiling or laid in floor etc complete all as specified and as directed. |
| 40 | Fixing only tubes 25mm bore, any grade, to walls and ceilings or laying in floors etc complete all as specified and as directed. |
| 41 | Cutting chases, pinning & making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring, etc., and making good, cutting not exc 10 cm girth in stone/ concrete blockwalls complete all as specified and as directed. |
| 42 | Dismantling water tanks AC/PVC of any type and any position from site of capacity 500 litres complete all as specified and as directed. |
| 43 | Dismantling water tanks AC/PVC of any type and any position from site of capacity exc500 litres n.exc 1000 ltrs complete all as specified and as directed. |
| 44 | Dismantling water tanks AC/PVC of any type and any position from site of capacity exc1000 litres n.exc 2000 ltrs complete all as specified and as directed. |
| 45 | S&F rotational moulded polyethylene water storage tanks 500 litres capacity (cylindrical vertical with closed top) hoisted and fixed in position complete all as specified and as directed. |
| 46 | S&F rotational moulded polyethylene water storage tanks 1000 litres capacity (cylindrical vertical with closed top) hoisted and fixed in position complete all as specified and as directed. |
| 47 | S&F rotational moulded polyethylene water storage tanks 2000 litres capacity (cylindrical vertical with closed top) hoisted and fixed in position complete all as specified and as directed. |
| 48 | Supply and fixed in repair Ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed in 20 mm bore of the pipe complete all as specified and as directed. |
| 49 | Supply and fixed in repair Ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed in 25 mm bore of the pipe complete all as specified and as directed. |
| 50 | Disconnecting existing water tanks of capacity exc500 litres n.exc 1000 ltrs, setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position complete all as specified and as directed. |
| 51 | Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan necks etc complete all as specified and as directed. |
| 52 | S&F110mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and as directed. |
| 53 | S&F75mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls, complete all as specified and as directed. |
| 54 | S&FPVC(SWR)bends, for 110mm bore pipes,complete all as specified and as directed. |
| 55 | S&FPVC (SWR) bends, for 75mm bore pipes, complete all as specified and as directed. |
| 56 | S&FPVC(SWR) junction single (Single T), equal or unequal, for 110mm bore pipes, with access doors, complete all as specified and as directed. |
| 57 | S&FPVC (SWR) junction single (Single T), equal or unequal, for 75mm bore pipes, with access doors, complete all as specified and as directed. |
| 58 | S&FPVC (SWR) junction single (Single Y), equal or unequal, for 110mm bore pipes, with access doors, complete all as specified and as directed. |
| 59 | S&F PVC (SWR) junction single (Single Y), equal or unequal, for 75mm bore pipes, with access doors, complete all as specified and as directed. |
| 60 | Cutting out cracks to V-section in existing roofs or terracing, cleaning out, wetting, grouting with cement and sand slurry 1:3 complete all as specified and as directed. |
| 61 | M & L PCC 1:1.5:3 type B-0 ( using 12.5mmcrushed stone agg) as in padding in roof surface, filling and mass concrete complete all as specified. |
| 62 | M & L for applying one coat of tile guard of approved shade over any type of roof surfaces including preparation at any height including scaffolding and safety measures etc complete all as specified and as directed. (Make : Asian paint or equivalent in Berger, Nerolac, Indigo paints) |
| 63 | Removal of wild growth/plant/ shurbs on external surface of building at any height up to root level including the making good disturbed surfaces in CM (1:4) complete all as specified and as directed by Engineer-In-Charge. |
| 64 | Taking down cement plaster on wall /concrete surface etc including racking out joints hacking for key scrubing down with water etc complete all as specified and as directed by Engineer-In-Charge. |
| 65 | Demolition of precast concrete block/brick work walling built in cement mortar complete all as specified and as directed by Engineer-In-Charge. |
| 66 | M&L for precast cement concrete block masonry of grade C-5 having density not less than 1800 kg/cum and 28 days average minimum compressive strngth of block should be 5 N/sqmm as in walling set in cement mortar 1:6 complete all as specified and as directed. |
| 67 | M&L for rendering 15 mm thick on faces of brick/ PCC block masonry wall using cement mortar 1:4 and rendering is to be finished even and smooth (without using extra cement) complete all as specified and as directed. |
| 68 | M & L preparation of newly plastered surfaces and applying two coat of cement base paint on wall over a coat of alkali resistant primer etc complete all as specified and directed. |
| 69 | M & L for rendering 15mm thick on fair faces brick work /PCC block masonaryor concrete surface of wallusing cement mortar 1:6 and finished even and smooth (without using extra cement) complete all as specified and as directed. |
| 70 | M & L preparation of newly plastered surface and applying two coat of oil bound Distemper over a coat of chalk whiting primer on walletc complete all as specified and directed. |
| 71 | Demolition and breaking up drain pipes (salt glazed ware AC/RCC) drain pipes set in cement mortar, dia of pipe 100mm complete all as specified and as directed. |
| 72 | All as per item No. 71 here-in-before but dia of pipe 150mm. |
| 73 | All as per item No. 71 here-in-before but dia of pipe 200mm. |
| 74 | Cleaning of existing septic tank of 200 users capacity by using Mechanical Pumping Machine to removing water, sludge, stones, solid particles etccomplete from the septic tank at any location and at distance from road and removing the same from the campus and buried complete all as specified and as directed as below: (i) The sludge/burried soil etc taken out shall be stacked alongwith the septic tank, sump well etc. After 48 hours of the sludge taken out, measurement shall be taken as of the solid contents for the purpose of payment. The tenderer are advised to keep this aspect in mind while quotating the rates. After taking the measurements, the solid contents shall be disposed off outside the Md land/area. (ii) Necessary precautions as well as safety measures shall be taken by the contractor without any extra cost, for working in the foul conditions. (iii) The contractor shall be entirely responsible for the lapse, mishappening to any of the manpower deployed and/or to other equipment/machinary/material at the site of work during the execution. (iv) For cleaning the sewere line/manholes also refer relevant clauses of particular specifications here-in-after. |
| 75 | All as specified in item No 74 above but septic tank for 1000 users. |
| 76 | All as specified in item No 74 above but filter bed for 500 users. |
| 77 | Excavating in trenches n. exc. 1.5 m wide and n. exc. 1.5 m in depth; for foundation etc or for manholes, laying pipes etc and getting out in hard / dense soil complete all as specified and as directed. |
| 78 | Demolition of unreinforced cement concrete (below or above GL) of any description and in any position not otherwise specifically provided for complete all as specified and as directed. |
| 79 | Demolition of reinforced cement concrete manhole covers n exc. 15cm thickness below or above ground level complete all as specified and as directed. |
| 80 | M&L for cement concrete 1:4:8 type D-2 using 40 mm graded coarse aggregate in bed to drain pipes of 100 mm bore including forming cradles complete all as specified and as directed. |
| 81 | All as per item No. 80 here-in-before but for drain pipes of 150 mm bore including forming cradles complete all as specified and as directed. |
| 82 | All as per item No. 80 here-in-before but for drain pipes of 200 mm bore including forming cradles complete all as specified and as directed. |
| 83 | M&L cement concrete (1:4:8) type D - 2 using 40 mm graded coarse aggregate in foundations filling & mass concrete complete all as specified and as directed. |
| 84 | M&L for reinforced concrete pipes, 100 mm bore, Class NP-2, laid and jointed complete with collars complete all as specified and as directed. |
| 85 | M&L for reinforced concrete pipes, 150mm bore, Class NP-2, laid and jointed complete with collars complete all as specified and as directed. |
| 86 | M&L for reinforced concrete pipes, 200mm bore, Class NP-2, laid and jointed complete with collars complete all as specified and as directed. |
| 87 | All as per Item No 66 above but except blocks complete all as specified and as directed. |
| 88 | M&L for PCC 1:2:4 Type B-1 using 20 mm graded coarse aggregate in coping including necessary formwork and benching in bottom of manholes drain etc complete all as specified and as directed. |
| 89 | 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 as directed. |
| 90 | All as per item No 89 above but for 57 cms inner girth of drain/ channel complete all as specified and as directed. |
| 91 | All as per item No 89 above but for 74 cms inner girth of drain/ channel complete all as specified and as directed. |
| 92 | Returning, filling in hard / dense soil spreading, levelling, watering and well ramming in layers n. exc. 25 cm. complete all as specified and as directed. |
| 93 | Removing excavated soil n. exc. 50m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and as directed. |
| 94 | M&L for precastcement concrete 1:2:4 type B-1 (using 20 mm graded coarse aggregate) in cover slab set in CM1:6 complete all as specified and as directed. |
| 95 | M&L for mild steelTMT bars 6 mm to 8 mm dia, cut to length, bend to shape required,including cranking, bending and binding with mild steel wire (annealed)not less than 0.9mm dia complete all as specified and as directed. |
| 96 | M & L for cleaning of all blockage of sewerage of any type sewerage line,branch line main sewer line, etc of any section and that any situation by way of cleaning/desludging by using mechanically or pumping out sewage from block manholes where required and directed by Engineer-in-charge and keeping sewer line functional. Day-to-day complaints of chocked up manholes, sewage lines etc. Cleaning the trap WC, soil waste, vent pipe, gully traps, upto final drop outlet, inlet of septic tank working in foul condition with taking precautionary measures, equipments and required power/cable Pertaining to Depot Bn ,BEG OTM Accn and MD Accn, complaints of blockages and cleaning of sewage line are to be received daily from the complaint cellsituated in the premises of office of the AGE B/R-II (C) Kirkeeand entire complaints are to be attended for cleaning on the same day.Minimum number of labourers with specialised experience will not be less than 02 Nos safaiwalsfrom 0830 hrs to 1700 hrs. Note : (i) The payment towards the subject items shall only be made as per the total number of days, contractor had cleaned and cleared the blockages of sewage line. (ii) In case urgent nature of complaints, contractor has to attend the complaints even on Sundays and holidays also. (iii) Contractor shall maintain a register including details of day of cleaning of sewage line, duly signed by contractor and Engineer-in-Charge.If the contractor will not able to provide the man power, the recovery of Rs. 350/- per person pe day will be deducted.( For day to day cleaning contractor have to procure mechanically oparated equipments like KAMBORE NM, KAMBORE CC, KAMROD, KAMBORE 1075, KAMBORE ST 300-700, KAMBOBE TM-CNR-GD or equivalant equipment to attend daily complaints no extra cost paid to contractor for procuring equipments ) |
| 97 | Demolition/ Dismantling of precast interlocking tiles/ paver blocks, chequered tilesof anydescription thickness & size complete all as specified and as directed. |
| 98 | M&L for 50 mm thick sand filling under floors or foundations including watering and consolidation complete all as specified and as directed. |
| 99 | M&L for 75 mm thick PCC 1:4:8 type D2 in sub base complete all as specified and as directed. |
| 100 | M&L for providing 60 mm thickmachine pressed precast concrete interlocking paver blocks of any shape and size conforming to IS-15658-2006, with grey cement and pigment, rubber moulded tiles M-35 Grade, as in floors, paving, path etc. complete laid over sand cushioning complete all as specified and as directed. |
| 101 | M&L Chequered cement concrete tiles rubber moulded 30cm x 30cm x 25mm thick set, jointed and pointed in near cement slurry in floors, withgrey cement and pigments over and including 15 mm thick screed bedding in CM 1:6 complete all as specified and as directed. |
AI Tender Summary
Tender Timeline
Sep 27, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedOct 18, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 19, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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