Tender For Repair To Chajja, Roof Treatment ,Plastering And External Smart Periodical Services Work In Md Accn Of Shekhawati Line, Npg Line And Hazipir Line Of Age B/R-1 Under Ge (West) Delhi Cantt-10
Tender Value
80 Lakhs
Estimated cost
Bid Submission
16 Oct 2026
19 days left
EMD
1.45 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
New Delhi → Delhi
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair To Chajja, Roof Treatment ,Plastering And External Smart Periodical Services Work In Md Accn Of Shekhawati Line, Npg Line And Hazipir Line Of Age B/R-1 Under Ge (West) Delhi Cantt-10
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority : HQ CWE NO 2 DELHI CANTT-10 NAME OF WORK: REPAIR TO CHAJJA, ROOF TREATMENT ,PLASTERING AND EXTERNAL SMART PERIODICAL SERVICES WORK IN MD ACCN OF SHEKHAWATI LINE, NPG LINE AND HAZIPIR LINE OF AGE B/R-1 UNDER GE (WEST) DELHI CANTT-10 Contract No : CWE/WEST/TOKEN-39/2026-27 Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Rates only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sch. itemNo. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE In Rs. Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | NOTE FOR ALL PAINTING AND WATER PROOFING ITEMS:- The following precautionary measures shall be ensured by the contractor before and during execution of the work:-(i) All the painting works and water proofing works shall be got executed through original material manufacturing company and their authorised applicators as approved by GE and contractor should submit MOU with the manufacturing company and their authorised applicator alongwith performance guarantee otherwise recovery of Rs 2000.00 per week will be made from the contractors dues from the date of commencement of work.(ii) Submission of MOU will be mandatory requirement before execution of work as the entire work shall be executed with the approved firm only.(iii) After completion of painting work contractor shall remove and clean all the droplets/stain of paint left on the floor,glasses and joinery.(iv) The work shall be executed in multi storey buildings up to four storey height and cost of suitable scaffolding,Mechanical Suspended Platform and Safety Net shall be deemed to be included in quoted rates by the tenderer as directed . |
| 3 | (v) During the execution of work, in case of any damages such as the GAS PIPE LINE or water supply, cable etc. the contractor will have to got it repaired/replaced at his own cost and nothing will be paid extra on account and all these items wii be removed/repaired by contractor at their cost.(vi) The contractor shall provide all safety equipments as per IS standards to labours. (vii) All the Demolished bldg material wil be removed outside MOD land by the contractor at his own expenses. The rate of removal is deened to be included in unit rate quated.(viii) The work will be carried out in following steps as appended below:- |
| 4 | M&L for complete removal of old existing treatment of wall(external/internal) and ceiling finished using mechanical dry wall sander machine (having mechanical vacuum mechanism) having RPM not less than 1500,sanding pad of 320 grit or above to completely remove old existing treatment for wall and ceiling surface and ready to take new surface finishes complete all as specified and directed. Note : ( height of building up to 4 Storey) |
| 5 | M&L for applying waterproof cement based putty @0.8 kg(undiluted) per sq mtr. Of average thickness 2mm in two coats on prepared wall(external/internal) and ceiling surfaces after the removal of intare surface (as per item No 2.00) above in the following steps:-(i) Filling cracks in wall using crack seal compound Asian smart care crack seal or equivalent.(ii) Mix the putty powder @ 0.8 kg/sqm by adding 35 to 40% water by volume or as per approved manufacturer's instruction and mix it with electric putty mixer with the mixing capacity of min 2.5 kg putty per minute upto 5to10 minutes.(iii) Apply the first coat of the prepared mix with the help of fully automatic airless spary machine of putty application having flow speed of max 6 ltrs per minutes with a maximum pressure 3300 PSI with bottom to top configuration and allow 6-8 hrs to dry the putty surface.(iv) Apply the second coat of the prepared mix with the help of fully automatic airless spray machine of putty application having flow speed of max 6 ltrs per minutes with a maximum pressure 3300 PSI with horizontal configuration.(v) Allow 6-8 hrs to dry putty surface then prepare the surface by electronic wall sander machine to apply subsequent coats of primer complete all as specified and directed.Note:-Primer shall be measured and paid seperately under relevant item. |
| 6 | M&L for applying one coat of acrylic water based exterior grade/interior grade primer @0.9ltr(undiluted)/10 sq mtrs diluted with water in 1:1 ratio to be applied with fully automatic airless spray machine of paint application with a flow speed of min 1 ltr per minute having a pressure of 3300 PSI on prepared and wall (external) surfaces as per srl item no.3 above.Allow 6-8 hrs to dry the surface for painting of subsequent coats complete all as specified and directed. |
| 7 | M&L for applying two coats of anti fungal weather proof grade exterior acrylic emulsion paint of approved tint @1.8 ltrs/10sqm(undiluted) or as per approved manufacturer's instruction over prepared and primed surface of external wall as per srl item No. 4 above.Allow 6-8 hrs to dry the surface in subsequent coats of paint complete all as specified and directed. Note :( height of building up to 4 Storey) |
| 8 | M&L for applying two coat of cement base paint including one coat of priming plastered and other surfaces with alkali resistant priming paint complete all as specified and directed. (Note: colour of paint will be decided as per engineer in charge directions.) prepared by item No 2 complete all as specified and directed. Note :( height of building up to 4 Storey) |
| 9 | M & L for preparation of old treated surfaces by wire brushing to remove loose layer on walls surface and applying one coat of cement base paint using spray machine/roller brushes including preparation of surface upto four storey height including provision of scaffolding complete all as specified and directed. Note :( height of building up to 4 Storey) |
| 10 | M & L for preparation of old treated surfaces by wire brushing to remove loose layer applying one coat of anti fungal weather proof grade exterior acrylic emulsion paint of approved tint @1.0 ltrs/10 sqm(undiluted) or as per approved manufacturer's instruction over prepared surface of external wall above, weather coat long life complete all as specified and directed. Note :( height of building up to 4 Storey) |
| 11 | M&L for applying two coat of white lime wash on wall surface and prepared by manualy including necessary fevicol, blue tint etc complete all as specified and directed. Note :( height of building up to 4 Storey) |
| 12 | M&L for applying one coat of white lime wash on wall surface and prepared by manualy including necessary fevicol, blue tint etc complete all as specified and directed. Note :( height of building up to 4 Storey) |
| 13 | M&L for Preparation of old treated surfaces of walls by scraping, washing, cleaning, complete removal and applying two coat of colour wash on old surfaces of walls complete all as specified and directed. |
| 14 | M&L for preparation of previously treated /old painted wood and wood based surfaces of any description not otherwise described over 10cm width or girth & applying one coat of synthetic enamel paint complete all as specified. |
| 15 | M&L for preparation of previously treated /old painted steel and steel based surfaces of any description not otherwise described over 10cm width or girth & applying one coat of synthetic enamel paint complete all as specified and directed. |
| 16 | Demolition of Brick /stone walling built in cement mortor including all quoins ,coping etc and removal of rubbish beyond MOD land complete all as specified and directed.. |
| 17 | M&L brick work built in cement mortar (1:6) using sub class 'B' bricks straight or curved on plan exc 6 mtr mean radius complete all as specificed and directed. |
| 18 | M & L Rendering 12-15mm thick in Ready Mix Mortar on brick work, parapet wall, roof beam floor beam and column etc on brick or concrete surfaces and finished even and smooth, work including taking down cement plaster any description from wall surface and removing rubbish beyond MOD land complete all as specified and directed and necessary scaffolding.Note :( See the site before coating rate and height of building up to 4 Storey) . |
| 19 | M & L Rendering 10mm thick in Ready Mix Mortar on concrete surfaces of Ceiling and finished even and smooth as a whole or in patch work including taking down cement plaster any description from ceiling surface and removing rubbish beyond MOD land complete all as specified and directed. |
| 20 | M&L for Preparation of new surfaces (Plastered or un-plastered) of walls and applying two coats of cement based paint white or tinted match to old surface wall ,complete all as specified and directed . Note :( height of building up to 4 Storey) |
| 21 | M&L for Preparation of new surfaces (Plastered or un-plastered) of walls and applying three coats of white lime wash, complete all as specified and directed .Note :( height of building up to 4 Storey) |
| 22 | M&L for preparation of newly plastered surfaces and applying two coats of oil bound distemper (colour math to old wall surface) including priming the wall surfaces complete all as specified and directed . Note : height of building up to 4 Storey |
| 23 | M&L for preparation of old plastered surfaces and applying two coats of oil bound distemper including putty for preparation of the wall surfaces complete all as specified and directed . Note : height of building up to 4 Storey |
| 24 | M&L for Preparation of new surfaces (Plastered or un-plastered) on ceiling and applying three coats of white lime wash, complete all as specified and directed . Note : height of building up to 4 Storey |
| 25 | M&L for de-rooting and clearing away all grass, vegetation, saplings, shurbs, undergrowth, roots and trees etc by picking or cutting of wall around or by taking down cement plaster and making good with PCC 1:2:4 Type B0 or cement mortar (1:2) and plastering with 15 mm thick with water proofing compound in CM 1:4 @ 0.125gm/50Kg of cement and to match with existing and neighbouring surface treated with herbicide as per manufecturer's instrution including repairing the GI/CI/PVC pipe joints which were damaged during cutting/taking out process including necessay scaffolding/staging upto a height of 15 m from the ground level and area up to 2 Sqm complete all as required and directed. |
| 26 | M&L for writing letters or figures (block roman, italic or indian) n exc 30 cm high including back side preparation for painting/writing letter, complete all as required and directed. |
| 27 | S&F in repair PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls 110mm bore of pipecomplete all as specified and directed. |
| 28 | S&F in repair PVC (SWR) bends any radius 110mm bore of pipe complete all as specified and directed. |
| 29 | Dismantling Brick tiles or terracing tiles, single layer on roofs including thatching any type, demolition of mud phuska up to 450mm thick etc including cleaning the surface by water/air pressure and removal of debris beyond MOD land complete all as specified and directed Note: height of building upto 04 storey |
| 30 | M&L for brushing neat cement slurry with 3.Kg of cement per sqm complete all as specified and directed Note: height of building upto 04 storey |
| 31 | M&L for providing cement concrete 1:2:4 type B-I 20mm graded in roof kerb or mud slops, rounded or chamfered on edges, plinth courses, coping, kneelers, apex stone, kerb water tough and the like including weathering, slightly rounded or chamfered angles and throating as directed) complete including necessary form work all as specified and directed Note: height of building upto 04 storey. |
| 32 | M&L for rendering 10mm thick cement mortar 1:4 on fair face of brick work or concrete surface complete all as specified and as directed ( Note: height of building upto 04 story). |
| 33 | M&L for water proofing treatment to roof surface with APP water proofing membrane 3mm thick & weighing not less than 3.0 kg/sqm of approved make black finish & reinforced with non woven polyester matt of min 150 gm/sqm laid over a coat of bitumen primer conforming to IS-3384 @ 0.4 Ltr/sqm over prepared roof surfaces/sunken area, forcing overlap with a propane or a butane gas torch with a overlap of 100mm at sides & 100mm at ends & sealing as per manufacturer's instructions.Note :- 1. Water proofing treatment shall be got carried out by the manufacturer or their authorised applicator only.2. Bitumen primer, bitumen and membrane shall be of same make/manufacturer. ( Note: height of building upto 04 story). |
| 34 | S & F for Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface up to 3 cuts complete, including providing skirting up to 150 mm height along the parapet walls in the same manner. |
| 35 | M&L for cutting groove in brick wall 75mm wide and 65mm deep and shaping horizental face of groove with cement Mortar 1:3 for fixing of APP membrane and filling the groove with PCC 1:2:4 type B0 using 12.5mm graded stoen aggregate after inserting membrane complete all as specified and directed. |
| 36 | M&L 15mm bore GI tubing medium grade with all fittings and fixed complete to walls, ceiling or laid in floor including taking up or down old steel tube complete all as spd and directed. |
| 37 | All as per item no 34 above but 20 mm bore tubing. |
| 38 | S & F in repair 500 ltr rotational moulded polyethylene water storage tank (cylindrical vertical with closed top) triple layer white in colour hoisted and fixed in position including tank nipple and float valve dismantling and removing to store complete all as specified and as directed. |
| 39 | M&L for Chipping of spalled and loose concrete and cleaning rust from reinforcement by sand blasting scrubbing down concrete surface with wire brushes, cleaning with water, allowed to dry and applying a layer of antirust and then Zinc rich epoxy primer all as specified followed by a layer of bonding coat & then guniting over steel welded mesh 2mm dia of wire and aperture 75mm total thickness of guniting not exc 40mm thick (average thickness) with cement mortar 1:2 using OPC 43 grade cement and finally applying cement plaster over guniting surface of required thickness to give even, uniform, and smooth finish conforming to proper geometrics in cement mortar 1:3 to match with the existing surface as in sides and soffits etc. slabs, Chajjas, fins, facias, parapets, beams and columns etc complete including necessary scaffolding, shuttering, necessary chases to brickwork or RCC members at any height up to 4 storey building complete all as directed. Note: Steel Welded mesh is to be welded with existing reinforcement. The Cost of welded mesh is deemed to be included in the unit rate quoted and the work to be carried out up to 4 storey bldgs/in floor roofs or ceiling wall complete all as specified and directed. |
| 40 | Demolition of cement concrete (reinforced) in Roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work etc including height upto four storey building , in any position complete all as specified and directed. |
| 41 | S&F FRP chajjas of 450mm wide suitable for various openings including fittings and fixtures upto 4 storey bldg complete all as specified and directed. |
| 42 | M&L for applying two coat of white lime wash on ceiling surface prepared by manualy including necessary fevicol, blue tint etc complete all as specified and directed. Note :( height of building up to 4 Storey) |
| 43 | M&L for applying one coat of white lime wash on ceiling surface prepared by manualy including necessary fevicol, blue tint etc complete all as specified and directed. Note :( height of building up to 4 Storey) |
| 44 | PMM repairs (FOR PATCH REPAIRS) |
| 45 | 25-30 mm average thickness ( in 2 layers) up to 8th floor level |
| 46 | 40-60 mm average thickness ( in 3 layers ) up to 8th floor level |
| 47 | PMM repairs at 42.01 and 42.02 above shall be done as per following methodology (From sub items (i) to (vi) below)(i) Chipping of plaster and unsound/weak concrete material till reinforcement bars are exposed, which enable their rust removal vides item ii) below, from slabs, beams, and columns etc. with standard power driven percussion type or pneumatic chisel of standard make as directed by Engineer-incharge including tapering all edges, making square shoulders of cavities etc complete and disposal of debris up for all lifts and leads . (ii) Rust removal by Providing and applying Fosroc Reebaklens RR or equivalent from SIKA/ BASF, a combination of acid based material, corrosion inhibitors and dispersing agents rust remover, for removal of all rust/ scales/corrosion from reinforcement bars before microconcreting or patch repair,It Shall be applied with brush for complete wetting of rusted metal surface at coverage of 2- 2.5 Sqm/ltr. & allow it to react for 16-24 hours. After 24 hours, a white layer will appear which will protect further corrosion of metal /steel for about 5-7 days. Before applying any protective coating, the surface should be wire brushed and thoroughly cleaned for dust with dry cloth. |
| 48 | iii) Anticorrosive treatment by Providing and applying Nitozinc Primer an epoxy based zinc rich anti corrosive primer having adhesive bond strength ≥ 1.5 MPa as per ASTM D4541, & shall comply to per ASTM B-117 to be applied on well cleaned, fully exposed and all loose scale , rust free surface obtained by grit blasting or suitable means , to be done with coverage @4.5sqm/litres to achieve a minimum thickness of 40microns DFT or as per direction. iv) Epoxy bonding for Old concrete & New concrete by providing and applying bond coat on the prepared surface with two component epoxy based bonding coat Nitobond EP of Fosroc make or equivalent, having specific gravity 1.15 to 1.2 gm/cc, Compressive strength(BS 6319 Pt.2)- 50 Mpa at 7 days, Flexural strength strength(BS 6319 Pt.3)- 35 Mpa at 7 days, Tensile strength (BS 6319 Pt.7)- 20 Mpa at 7 days, Shear Strength (BS 6319 Pt.4)- 10 Mpa at 7 days, having an over lay time of 6 hrs and 30 ̊C. Bonding agent shall have coverage not less than 2.5sqm/litresLaying of reinstatement polymer modified mortar or micro concrete shall be completed within the overlay time of bonding coat. Item rate is inclusive of materials all labour, tools and tackles. complete as per specification and as directed.. |
| 49 | v) PMM by providing and laying single component, polymer modified, fibre reinforced cementitious repair mortar, Rendroc SP40 or equivalent from SIKA/BASF over the tacky bond coat, that achieves Compressive strength (BS 1881 Pt.116) > 20 MPa at 1 day , > 45 Mpa at 28 days, Tensile Strength > 2.5MPa, Flexural Strength > 7Mpa at 28 days, Finishing the same with trowel carefully compacting the same around the rebars and finishing to bring it in line with existing concrete surface on the beams, slabs, piles etc., complete in all aspect as per manufactur's methodology. Rates include cost of all labour, materials, Tools and Plants,propping, scaffolding, shuttering, safety arrangement, quality control, testing complete as per specifications and direction. vi) Item rates of PMM 25 mm and PMM 50 mm (against items 42.01 and 42.02 respectively ) are inclusive of all materials, labour, tools and plants, propping, scaffolding, safety arrangement, quality control, testing and all items of works from (i) to v) above quality control etc. complete in all respect, as per specifications and as directed. Work shall be complete only after proper wet curing has been done by contractor and surface has been evaluated for satisfactory quality by sounding/tapping with a blunt metal instrument, and testing of PMM cubes filled up and cured by contractor during the application of PMM (75mm size cube crushing strength at the end of 28-day to be not less than 45 N/sqmm) in addition to NDT Testing as per under item of \\"Testing of works\\" |
| 50 | M&L for TMT 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 mild steel wire (annealed) not less than 0.9mm dia complete all as specified & directed. |
| 51 | MICROCONCRETING in Columns (for Repairs and Strengthening) up to 4th floor level |
| 52 | Providing and applying a non shrink, polymer modified cementitious micro-concrete Rendroc RG or equivalent from SIKA/BASF having compressive strength (BS 4551-80)-50 Mpa at 28 Days, Tensile strength- 2 Mpa @ 28 Days, Flexural Strength(BS 4551-80)-5 Mpa at 28 Days. product shall have A1 Class Fire Rating confirming to EN1504 cl 5.5, Thermal conductivity of 1.5W/m degree C. Renderoc RG can be applied in sections upto 100mm deep. Pouring the same into the formwork using suitable arrangement or if required using pumping device for uniform flow of micro concrete.Rate is inclusive of preparatory works from item (i) to item (vi) below, rates also includes cost of materials labour, tools and plants, cost of shuttering & scaffolding, safety arrangement quality control and testing etc. complete as per specification and as directed. |
| 53 | i) Chipping of plaster and unsound/weak concrete material till reinforcement bars to exposed to enable their rust removal vides item ii) below average thickness from slabs, beams, columns etc. with standard power driven percussion type or pneumatic chisel of standard make as directed by Engineer-incharge including tapering all edges, making square shoulders of cavities etc complete and disposal of debris up for all lifts and leads . ii) Rust removal by Providing and applying Fosroc Reebaklens RR or equivalent from SIKA/ BASF, a combination of acid based material, corrosion inhibitors and dispersing agents rust remover, for removal of all rust/ scales/corrosion from reinforcement bars before microconcreting or patch repair,It Shall be applied with brush for complete wetting of rusted metal surface at coverage of 2- 2.5 Sqm/ltr. & allow it to react for 16-24 hours. After 24 hours, a white layer will appear which will protect further corrosion of metal /steel for about 5-7 days. Before applying any protective coating, the surface should be wire brushed and thoroughly cleaned for dust with dry cloth. |
| 54 | iii) Rebar Fixing using Chemical Anchor up to 4th floor levelDrilling suitable holes for shear connectors (2 Number of holes for each rebar@ 125 to 150mm c/c) in reinforced cement concrete with power driven drill machine to a minimum depth of 10D(D-Dia of Bar in mm) in RCC beams, lintels, columns and slabs to introduce new steel bars (Diameter of bar to be taken as directed by ENG-IN-CHARGE during execution), including fixing the steel bars in position using Lokfix E75 a two-component epoxy anchoring material, supplied in 3:1 ratio having compressive Strength (EN196) >110 MPa, Flexural Strength (EN196) >40MPa, E Modulus (EN196) 10,800 MPa. or of equivalent make but excluding the cost of reinforcement, all complete as per direction.iv) Anticorrosive treatment by Providing and applying Nitozinc Primer an epoxy based zinc rich anti corrosive primer having adhesive bond strength ≥ 1.5 MPa as per ASTM D4541, & shall comply to per ASTM B-117 to be applied on well cleaned, fully exposed and all loose scale , rust free rust free surface obtained by grit blasting or suitable means , to be done with coverage @4.5sqm/litres to achieve a minimum thickness of 40microns DFT or as per direction. |
| 55 | v) Epoxy bonding for Old concrete & New concrete by providing and applying bond coat on the prepared surface with two component epoxy based bonding coat Nitobond EP of Fosroc make or equivalent, having specific gravity 1.15 to 1.2 gm/cc, Compressive strength(BS 6319 Pt.2)- 50 Mpa at 7 days, Flexural strength strength(BS 6319 Pt.3)- 35 Mpa at 7 days, Tensile strength (BS 6319 Pt.7)- 20 Mpa at 7 days, Shear Strength (BS 6319 Pt.4)- 10 Mpa at 7 days, having an over lay time of 6 hrs and 30 ̊C. Bonding agent shall have coverage not less than 2.5sqm/litres Laying of reinstatement polymer modified mortar or micro concrete shall be completed within the overlay time of bonding coat. Item rate is inclusive of materials all labour, tools and tackles. complete as per specification and as directed .vi) Work will complete only after proper wet curing has been done and testing of Microconcrete cubes filled up and cured by contractor during column jacketing work (100 mm size cube crushing strength at the end of 28-day to be not less than 45 N/sq.mm) and NDT tests mandated under item \\"Testing of works\\" |
| 56 | PLASTERING on ceiling and outer walls and other structural elements upto a floor 4 level over PMM/shotcrete repairs or otherwise as replaster as per details given under sub items 45.01,45.02, and 40.03 below; |
| 57 | 10 mm thick cement plaster of in the ratio of 1 cement and 4 clean sand zone III added with Polymer SBR @2% of cement weight, on ceiling over PMM repairs, shotcrete repairs or as replaster of damaged plaster including preparation of surface by demarketing of PMM repaired surface in regular shape or removal of damaged plaster, direction of engineer in charge. |
| 58 | 15mm thick cement plaster in the ratio of 1 cement to 5 sand added with Polymer SBR @2% of cement weight over outer walls, columns or beams either over repaired surfaces like PMM , Microconcrete etc. including preparatory works like roughening of surface where required as per direction of engineer-in-charge |
| 59 | Rate quoted against this item vides sub items 45.01 and 45.02 above shall include all materials, labour, Tools and Plants, Scaffolding, safety arrangement and preparation of surface as mentioned vides 45.01 and 45.02 above complete in all respects as per specifications and direction of Engineer in charge |
| 60 | S&F 100mm bore cast iron soil waste or vent pipes in any length with or without ears with lead joints laid in trenches or in floors/ walls all as specified and directed. |
| 61 | All as per item No. 46 above but 75mm bore of pipe. |
| 62 | S&F 100mm bore cast iron bends/T (any radius) diminishing pieces or tapers (larger bore to be measured) with oval access doors. |
| 63 | All as per item No.48 above but 75mm bore of pipe. |
| 64 | S&F 100mm bore Branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches including oval access door all as spd & directed. |
| 65 | All as per item No. 50 above but 75mm bore of pipe. |
| 66 | S&F CI Cowl for 100mm bore of CI pipe. |
| 67 | M & L Rendering 12-15mm thick in Ready Mix Mortar on new brick work, parapet wall, roof beam floor beam and column etc on brick or concrete surfaces and finished even and smooth, work complete all as specified and directed and necessary scaffolding.Note :( See the site before coating rate and height of building up to 4 Storey) . Total in Figures 0.0 0.0 INR Zero Only Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysOct 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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