Tender For Repairs To Roof Projection, Chajja, Balcony In Zone B Domestic Area At Af Stn Jaisalmer
Tender Value
45 Lakhs
Estimated cost
Bid Submission
04 Nov 2026
9 days left
EMD
90000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaisalmer → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repairs To Roof Projection, Chajja, Balcony In Zone B Domestic Area At Af Stn Jaisalmer
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of cement concrete (reinforced) in roofs,ceiling floors (in any position), beams, staircases, landing, chajjas and similar suspended work complete all as specified and directed. |
| 2 | M&L for reinforced cement concrete (nominal mix) 1:1.5:3 type A-0 using 12.5mm graded stone aggregate in column, Beams, cantilevers, bressummers, lintels and related members etc complete all as specifiedand dir. Note:-(i) Reinforcement & formwork shall be measured and paid for separately. (ii) Procurment of sand from Barmer (Sindri) and aggregate from Barmer (Black Granite) |
| 3 | M&L for reinforced cement concrete (nominal mix) 1:2:4 type B-0 using 12.5mm graded stone aggregate in chajjas and the like and complete all as specified. Note:- Reinforcement & formwork shall be measured and paid for separately. |
| 4 | M&L for providing Micro concrete with MICROCRETE at the rate of 25kg per 0.0125 m3 with 20% properly graded 5mm to 10mm silt free aggregate as per manufacturer instructions and mixing concrete with mechanically electrically operated mixer machine etc all as specified and directed. Make: CICO MICROCRETE of CICO Technologies ltd or techno commercially equivalent as approved by GE in Fosroc/STP etc. |
| 5 | M&L for Rough finished flat form work to Chajjas, beam, column, lintel, side and soffit of slab, slab supported on wall, chullah hoods, water troughs and similar items including edges and formwork including necessary struts, scaffolding etc. |
| 6 | M & L Mild steel 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clipsNote : Additional Reinforcement: Check the diameter of the existing rebars and if the diameter is less than 30% of the original diameter, provide additional reinforcement. Cut 10mm dia and over bars as main reinforcement to the required length with proper development length. Tie them to the prefixed shear connectors so that the additional rebar acts monolithically with the existing ones and core concrete. |
| 7 | M & L Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders , 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 clipsNote : Additional Reinforcement: In the case of the shear reinforcement also, if the diameter of the rebars are reduced, provide 5mm dia and over upto and incl 10mm dia stirrups in the form of 2 \\"U\\" shaped bars. Tie them properly so that it has a tight contact with the main bars. |
| 8 | M&L for Mild steel TMT bars 6 mm to 8 mm dia., 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 0.9 mm dia., or securing with clips.Note : Additional Reinforcement: Check the diameter of the existing rebars and if the diameter is less than 30% of the original diameter, provide additional reinforcement. Cut 6 to 8mm dia bars as main reinforcement to the required length with proper development length. Tie them to the prefixed shear connectors so that the additional rebar acts monolithically with the existing ones and core concrete. |
| 9 | M&L for 10 mm dia and over rebar using HY-200 chemical from HILITI or equivalent as approved by GE including drilling hole of required size in RCC beam/column/lintel/chajjas complete all as specified and as directed by Engr-in-charge. |
| 10 | M & L for removing of rust from existing steel surfaces with rust removers applied two coats @ 0.15Ltr/Sqm per coat and cleanng all rust with steel wire brush and washed with wter/chemical complete all as spd and dir by Engr-in-Charge (Make- SIKA/FOSROC or equivalent as approved GE) |
| 11 | M & L for application of Anti corressive coating on the exposed reinforcement proper mix applied @ 0.25 Ltr Sqm of exposed steel surface as per manufacture's instruction complete all as spd an dir by Engr-in -charge.(Make- SIKA/FOSROC or equivalent as approved GE). |
| 12 | M & L for applying bonding agent for bonding old to new concrete surface likes chajja/ beams/ celings/ columns/ facia etc by high performance modified Styrene- Butadiene Rubber (SBR) base binder. Applying of binder is as 10 sqm/ per lit etc complete all as specified & directed. |
| 13 | S&F galvanised welded steel wire fabric as extra reionforcement to RCC members like ceilings, chajja’s, beams, columns parapet walls, waste slab etc including all cutting and waste (wt not exc 4.00 kg/Sqm) complete all as specified and directed. |
| 14 | M&L for applying one coat of epoxy resin (FAIR BOND EP) on old concrete surfaces @ 0.30Kg/Sqm including preparation of surfaces as per manufacturer's instructions and applying 25mm thick (average thickness) of cement ,sand & Aggregate (1:1.5:3) in ratio aggregate n'less than 6mm size mixed with chloride free concrete plasticiser as per manufacturer's instruction with guniting applying manual and finished the surface even and smooth complete all as specified and directed.(Manual applied)Make : SIKA/FOSROC or equivalent as approved GE). |
| 15 | Taking down cement plaster of any description, on brick or stone walls etc. including raking out joints, hacking for key, scrubbing down with water etc complete. |
| 16 | M & L 15 mm thick rendering (INTERNAL) in cement mortar 1:6 on stone masonry surfaces of fair faces of brick or concrete surfaces, finished even and fair without using extra cement complete. |
| 17 | M & L 15 mm thick rendering (external) in cement mortar 1:4 on stone masonry surfaces or other than of fair faces of brick or concrete surfaces, finished even and fair without using extra cement complete. |
| 18 | M & L 15 mm thick rendering (external) in polymer modified mortar for plaster work on stone masonry/block masonry surfaces or other than of fair faces of brick or concrete surfaces, finished even and fair complete. Fosroc-SP-40 or equivalent as approved by GE. |
| 19 | M & L for rendering 10 mm thick on concrete surfaces in ceilings in cement mortar 1:3 and finished even and fair without using extra cement complete all as specified and directed. |
| 20 | M & L for prepariation of newly plastered surfaces and applying two coats of distemper oil emulsion (White or tinted) over a coat of chalk whiting on walls surfaces complete all as specified and directed. |
| 21 | All as per item No 20.00 here - in - before but on ceiling. |
| 22 | M & L for prepariation of new plastered surfaces and applying two coats of cement base paint over a coat of alkali resitant primer on surfaces of walls any colour as approved by GE. |
| 23 | M&L for preperation of old decorated or unplastered surfaces by brooming down and steel wire brushing , scrapping , down smoke soot, and greasy spot etc, and applying two coats of weather proof exterior emulsion paint over one coat of primer as per manufacturer instructions on walls surfaces of any colour or as approved by Engr-in Charge |
| 24 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) complete all as specified and directed. |
| 25 | M&L non skid coloured ceramic tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 but not exceeding 0.18 sqm,(400x400) in floors etc over and including 15 mm thick screed bedding in CM 1:6 set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface complete all as specified and directed. |
| 26 | M&L for coloured glazed ceramic tiles in vertical surface 350 x 250 x 7 mm / 450 x 300 x 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match tiles including 10mm thick rendering in CM 1:4 on brick wall complete all as specified and as directed . |
| 27 | Demolition of cement concrete (unreinforced) in ground floors (below or above ground level ) not exceeding 15 cm thickness complete all as spd and dir |
| 28 | Demolition of cement concrete (unreinforced) above ground floors not exceeding 15 cm thickness complete all as spd and dir |
| 29 | M & L 25 mm thick plain cement concrete 1:2:4 type B-0 (using 12.5 mm graded stone aggregate ) as in levelling coarse in flooring, finished even and rough. |
| 30 | M & L 40 mm thick PCC type B-1,1:2:4 (using 20mm graded aggregate) as in flooring finished even and smooth with using extra cement all as specified. |
| 31 | Taking down & refixing in the same opening after resecuring or easing & adjusting of shutters of any description exc 1 Sqm but nexc 2 Sqm each. |
| 32 | Demolition of stone/brick masonry built in cement mortar including coping etc all as specified and directed by Engr - in - charge. |
| 33 | M&L for precast cement concrete solid blocks ( 1:3:6 ) type C-I (using 20mm graded stone aggregate) exc 10cm in width as in block masonry built in CM 1:4 etc complete all as specified. |
| 34 | S&F for Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths)as in other section with gusset plates, rails, braces, etc for grade Fe-290 (Gde E165) complete, drilled for fixing of steel sheeting or other covering, complete |
| 35 | M&L for cutting holes into or through brick/stone walls built in cement mortar (nexc 400mm thick), superficial area exc 400 Sqcm nexc 0.10 Sqm and making good in cement mortar 1:3 or PCC 1:2:4: type B-1 as directed. |
| 36 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance n'exc 50m and making good distrubed surface for any type of soil complete all as spd and dir. |
| 37 | M&L PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete as in post/struts complete all as spd and directed. |
| 38 | M&L for Cutting chases, pinning in. 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 Brick /stone wall. |
| 39 | S&F 2mm thick factory made Polycarbonate sheet (Plain/Diamond cut) fixing on frame with stainless steel screw as in roof covering/cladding/chajjas to wall complete all as spd and dir. (Frame shall be paid under respective items)(Colour and shape to be approved by Engr-in-charge.) |
| 40 | S&F 0.50mm thick pre painted galvalume aluminium zinc coating GI based corrugated coloured steel sheet having tensile strength of 550 Mpa as in roof covering / cladding to wall/ Chhajja/roof projection etc, fixed with self tapping screws at every alternate corrugation as specified etc. |
| 41 | M&L for preparation of new steel surface of any description over 10 cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified. |
| 42 | M&L PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in coping, benching etc incl necessary form work and including demolition of wxisting PCC complete all as specified and directed |
| 43 | M & L for preparation of existing cracked surface of all laitance , loose material , oil, grease,etc by mechanical means such as wire brushing and cracks filled with Dr fixit Crack-X or Dr. Fixit Pidicrete URP modified mortar with priming coat with Dr. Fixit Primeweal in ratio 2:1 and allow 2 to 3 hours for dry and applying two coats Dr. fixit Raincoat directly from the container at a time interval 5-6 hours complete all as specified and directed by Engr-in-charge.Make : Dr Fixit or techno commercially equivalent as approved by GE. |
| 44 | M&L RCC (nominal mix) type A1 (1:1.5:3) using 20 mm graded aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete, complete all as specified and directed by Engr-in-charge. |
| 45 | M&L RCC (nominal mix) type A1 (1:1.5:3) using 20 mm graded aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, blaconies, canopies, deck slabs and in shelves and the like |
| 46 | M&L Formwork to sides of concrete foundations, footings, bases of columns, raft & raft beams, sides & soffits of foundation & plinth beams; and similar work; verticle or to batter Rough finished surfaces of concrete flat, complete all as specified and directed by Engr-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysNov 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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