Tender For Face Lifting And Completion Of Balance Works Of Momty Stairs And Allied Works Of Xen Quarter At Rajouri.
Tender Value
3 Lakhs
Estimated cost
Bid Submission
28 Jul 2026
1 days left
EMD
6000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Rajouri → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Face Lifting And Completion Of Balance Works Of Momty Stairs And Allied Works Of Xen Quarter At Rajouri.
BOQ
| Sl. No. | Item Description |
| 1 | 15mm thick cement plaster in 1:6 mix inside the momtyGround floor, wall plaster = (2x(15’-6”)+ 8’4”))x10’-6”= 412.96 sftFirst floor (2x (15’6” + 8’4”)) x 10’ = 476.60 sftWindow1 = (2’1” x 5’1”) = 10.59 sftWindow2 = (2’7” x 5’) = 12.92 sftWindow3 = (2’ x 2’) = 4 sft(A) Wall plaster, Total = (412.96 + 476.60) – (10.59+12.92+4) = 862.05 sft(B) Roof (including Shaja) = (18’1” x 11’6”) = 207.96 sftTotal (A+B) = 862.05+207.96 = 1070.01 sft = 99.46 sqm |
| 2 | 20 mm thick cement plaster in 1:4 mix outside momtyGround floor, wall plaster = (18’1” + 10’6”) x10’-6”= 300.12 sftFirst floor, (2x (18’1” + 10’6”)) x 10’ = 571.67 sftWindow1 = (2’1” x 5’1”) = 10.59 sftWindow2 = (2’7” x 5’) = 12.92 sftWindow3 = (2’ x 2’) = 4 sft = 300.12 + 571.67 – 10.59 – 12.92 - 4 = 844.28 sft = 78.48 sqm |
| 3 | Area Underneath The Stairs:Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge:15.2.1 1:3:6 or richer mix (i/c equivalent design mix)= = (17’6” x 8’4”) – (4’8” x 3’6”) = 145.78 – 16.33 = 129.45 sft = 129.45 sft x 0.4167’ = 53.94 cft = 1.53 Cum |
| 4 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.11.3.2 40mm thick with 20 mm nominal size stone aggregate.= (17’6” x 8’4”) – (4’8” x 3’6”) = 145.78 – 16.33 = 129.45 sft = 12.03 sqm |
| 5 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. 1.10.3 Group C |
| 6 | Ladder Railing:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.10.26.1 M.S. tube |
| 7 | Applying priming coat:13.58.3 With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works. |
| 8 | Tile work on Stairs:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.11.52.2 Size of tile 600x600 mm |
| 9 | Fencing:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.16.25.1 Made of G.I. wire of dia 4 mm= LXH = 120’ X 8’ = 960 sft = 89.23 Sqm |
| 10 | Painting of fencing:Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications: 13.57.3 Painting steel work with deluxe multi surface paint of required shade to give an even shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm of approved brand and manufacturer. |
| 11 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. Window1 = (2’1” x 5’1”) = 10.59 sftWindow2 = (2’7” x 5’) = 12.92 sftWindow3 = (2’ x 2’) = 4 sft |
| 12 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete. 9.48.1 Fixed to steel windows by weldingWindow1 = (2’1” x 5’1”) = 10.59 sftWindow2 = (2’7” x 5’) = 12.92 sftWindow3 = (2’ x 2’) = 4 sft |
| 13 | Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge : thickness of shutters is 35mm per sqm9.28.4 First class kail woodWindow1 = (2’1”x 5’1”) = 10.41 sftWindow2 = (2’7” x 5’) = 12.92 sftWindow3 = (2’x 2’) = 4.00 sft = 27.33 sft = 2.54 Sqm |
| 14 | Door and window Paint:Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications:13.57.1 Two or more coats applied @ 1.25 liter/10sqm over and including one coat of special primer applied @ 0.75liter /10sqmDoor with Chowkhat = 3’3”W x 6’1”H = 19.69 Sft = 1.83 sqmWindow chokhat = 8.14 + 7.58 + 4 = 19.72 Sft = 1.83 sqmWindow with Frame: Window-1 = (2’1” x 5’1”) = 10.59 sftWindow-2 = (2’7” x 5’) = 12.92 sftWindow-3 = (2’ x 2’) = 4 sft = 27.51 sft = 2.55 Sqm. Total = 1.83 + 1.83 + 2.55 = 6.21 Sqm.Window1 = 2x(2’1”+ 5’1”)x4” = 4.70 sftWindow2 = 2x(2’7” + 5’)x4” = 5.00 sftWindow3 = 2x (2’+ 2’)x4” = 2.64 sft = 12.34 sft = 2x1.15 Sqm = 2.30 Sqm.M.S ladder railing = 3.5 SqmTotal = 1.83+6.21+2.30 + 3.5 = 13.84 Sqm. |
| 15 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface.InsideGround floor (2x(15’-6”)+ 8’4”))x10’-6”= 412.96 sftFirst floor (2x (15’6” + 8’4”)) x 10’ = 476.60 sftWindow1 = (2’1” x 5’1”) = 10.59 sftWindow2 = (2’7” x 5’) = 12.92 sftWindow3 = (2’ x 2’) = 4 sft(A) Wall plaster, Total = (412.96 + 476.60) – (10.59+12.92+4) = 862.05 sft(B) Roof (including Shaja) = (18’1” x 11’6”) = 207.96 sft(C) Stairs = 168 sft = 15.61 SqmTotal (A+B) = 862.05+207.96 + 168 = 1070.01 sft = 115.08 sqmOutsideGround floor (18’1” + 10’6”) x10’-6”= 300.12 sftFirst floor (2x (18’1” + 10’6”)) x 10’ = 571.67 sftWindow1 = (2’1” x 5’1”) = 10.59 sftWindow2 = (2’7” x 5’) = 12.92 sftWindow3 = (2’ x 2’) = 4 sft = 300.12 + 571.67 – 10.59 – 12.92 - 4 = 844.28 sft = 78.48 sqmTotal = 115.08 + 78.48 = 193.56 Sqm |
| 16 | Distempering with 1st quality acrylic distemper (ready mixed)having VOC content less than 50 gms/litre, two or more coats on new work of approved manufacturer, of required shade and colour complete as per manufacturer’s specificationsTotal = 115.08 + 78.48 = 193.56 Sqm |
| 17 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven storey height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffoldings for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. |
| 18 | Cost of carriage of sand upto 15 kms @ 22.64 Cum |
| 19 | Cost of carriage of cement upto 10 kms |
| 20 | Cost of carriage of building material upto 10 kms Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayJul 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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