Tender For Providing Of Certain Revenue And Minor Works (Part - Ii) At Lgj Mil Stn Under Ge Lalgarh Jattan
Tender Value
41.27 Lakhs
Estimated cost
Bid Submission
10 Sep 2026
17 days left
EMD
82600
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ganganagar → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Providing Of Certain Revenue And Minor Works (Part - Ii) At Lgj Mil Stn Under Ge Lalgarh Jattan
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 21-Aug-2026 | datecorrigendum | Date | 10-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | M&L for Excavating in post holes (or similar holes) each not exc 0.5 cu. m, 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 not exc 50m and making good surface, work in Hard/dense soil, complete all as specified and directed by Engr - in - Charge. |
| 2 | M&L for PCC (1:3:6) type C-2, using 40 mm graded stone aggregate in fdn mass concrete complete all as specified and directed by Engr - in - Charge. |
| 3 | S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed by Engr - in - Charge. |
| 4 | S&F for preparation of new steel surfaceof any description over 10cm width or girth & applying two coats of synthetic enamel paint over a coat of Red oxide primer complete all as specified and directed. |
| 5 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering /cladding to wall fixed with self tapping screws as specified |
| 6 | S&F pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50 mm 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 & directed. |
| 7 | Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil |
| 8 | M & L for Hardcore of gauge n.exc 63mm, deposited.spread and levelled in layersn exc 15cm thick watered and rammed all as specified and directed. |
| 9 | PCC 1:4:8 D-2 75 mm Thick (using 40mm graded crushed stone aggregate) as a sub base complete all as specified and directed by Engr-in-charge. |
| 10 | S & F factory made kerb stone of M-25 grade cement concrete laid in position to the required line, level and curvature, jointed with cement mortar (1:3) (1 cement:3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified and directed by Engineer in Charge |
| 11 | Providing and laying 60 mm thick factorymade chamferededge cement concrete paver block of M-35 grade with approved colour, design & pattern as in foorpath, parks, lawns,drive ways orlight trafic parking etc ofrequired strecnght, thickness & size/ shape, made by table vibratory method using PU mould, laid in rerquired colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting ofpaver blcoks as per required size and pattern, finishing and sweeping extra sand, complete all as specified and directed by Engr-in-charge. |
| 12 | M&L Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out and getting out soft soil. |
| 13 | M&L for PCC (1:4:8) type D-2 (40 mm grade aggregate) as in foundation, filling and mass concrete |
| 14 | M&L for Brickwork with old size sub- class ‘B’ bricks straight or curved on plan exc 6 m mean radius in CM 1:6 as specified and directed by Engr-in-charge. |
| 15 | M&L for 15mm thick rendering CM(1:4) on other than fair faces of brick or concrete surfaces of internal walls finished even and smooth without using extra cement. |
| 16 | M&L preparing new or previously un-treated surface of wall and applying two coats of cement based paint over a coat of primer complete all as specified and directed. |
| 17 | M&L for Returning, filling in hard soil, including spreading leveling, watering and well ramming in layers not exceeding 25cm. |
| 18 | Removal of excavated surplus spoil to a distance n. exc mtr in soft/loose soil and depositing where directed at a level n. exv 1.5 mtr above the starting point |
| 19 | Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil |
| 20 | M & L for Hardcore of gauge n.exc 63mm, deposited.spread and levelled in layersn exc 15cm thick watered and rammed all as specified and directed. |
| 21 | PCC 1:4:8 D-2 75 mm Thick (using 40mm graded crushed stone aggregate) as a sub base complete all as specified and directed by Engr-in-charge. |
| 22 | Providing and laying 60 mm thick factorymade chamferededge cement concrete paver block of M-35 grade with approved colour, design & pattern as in foorpath, parks, lawns,drive ways orlight trafic parking etc ofrequired strecnght, thickness & size/ shape, made by table vibratory method using PU mould, laid in rerquired colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting ofpaver blcoks as per required size and pattern, finishing and sweeping extra sand, complete all as specified and directed by Engr-in-charge. |
| 23 | S & F factory made kerb stone of M-25 grade cement concrete laid in position to the required line, level and curvature, jointed with cement mortar (1:3) (1 cement:3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified and directed by Engineer in Charge |
| 24 | Removal of excavated surplus spoil to a distance n. exc mtr in soft/loose soil and depositing where directed at a level n. exv 1.5 mtr above the starting point |
| 25 | M&L Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out and getting out soft soil. |
| 26 | M&L for PCC (1:4:8) type D-2 (40 mm grade aggregate) as in foundation, filling and mass concrete |
| 27 | M&L for Brickwork with old size sub- class ‘B’ bricks straight or curved on plan exc 6 m mean radius in CM 1:6 as specified and directed by Engr-in-charge. |
| 28 | M&L for 15mm thick rendering CM(1:4) on other than fair faces of brick or concrete surfaces of internal walls finished even and smooth without using extra cement. |
| 29 | M&L preparing new or previously un-treated surface of wall and applying two coats of cement based paint over a coat of primer complete all as specified and directed. |
| 30 | M&L for Returning, filling in hard soil, including spreading leveling, watering and well ramming in layers not exceeding 25cm. |
| 31 | Removal of excavated surplus spoil to a distance n. exc mtr in soft/loose soil and depositing where directed at a level n. exv 1.5 mtr above the starting point |
| 32 | M&L for Excavating in post holes (or similar holes) each not exc 0.5 cu. m, 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 not exc 50m and making good surface, work in Hard/dense soil, complete all as specified. |
| 33 | M&L for PCC (1:3:6) type C-2, using 40 mm graded stone aggregate in fdn mass concrete. |
| 34 | S&F rolled sections as in main and cross beams, hip and jack rafters, purlins where connected to comman rafters and running rails and guided for sliding doors, frame work for chajjas/rain gaurd, fixed with angle cleats or other connecting plaste including cutting, welding etc Fe-410-W (Gde-E-250) quality 'A' complete all as specified and directed. |
| 35 | S&F for preparation of new steel surfaceof any description over 10cm width or girth & applying two coats of synthetic enamel paint over a coat of Red oxide primer complete all as specified and directed. |
| 36 | S&F uPVC corrugated sheet 2.3 mm thick of any colour having Weather & UV Resistant proof as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified & directed |
| 37 | S&F uPVC corrugated Ridge cover sheet 2.3 mm thick of any colour having Weather & UV Resistant proof as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified & directed |
| 38 | M&L for Excavating in post holes (or similar holes) each not exc 0.5 cu. m, 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 not exc 50m and making good surface, work in Hard/dense soil, complete all as specified. |
| 39 | M&L for PCC (1:3:6) type C-2, using 40 mm graded stone aggregate in fdn mass concrete. |
| 40 | S&F Rolled 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 including cutting, welding etc Fe - 410-W (Gde -E-250) quality 'A' complete all as specified and directed. |
| 41 | S&F for preparation of new steel surfaceof any description over 10cm width or girth & applying two coats of synthetic enamel paint over a coat of Red oxide primer complete all as specified and directed. |
| 42 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering /cladding to wall fixed with self tapping screws as specified |
| 43 | S & F for ACP sheet 6mm thickness (Aluminium Composite Panel) is a lightweight, durable \\"sandwich\\" panel made of a non-aluminum core bound between two thin aluminum sheets. It is widely used for exterior building facades, modern corporate signage, and stylish interior partitions due to its versatility and weather resistance complete all as specified and directed. |
| 44 | Demolition concrete in ground floors and pavings n exc 15cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge. |
| 45 | M&L for Coloured machine pressed chequered cement concrete tiles (rubber moulded) 30 cm x 30 cm x (20 to 25) mm thick set jointed and pointed in neat cement slurry in floors with grey cement including 15mm thick screed in CM 1:6 with pigments complete all as specified and directed by Engineer-in-Charge. |
| 46 | M&L for Excavating in post holes (or similar holes) each not exc 0.5 cu. m, 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 not exc 50m and making good surface, work in Hard/dense soil, complete all as specified. |
| 47 | M&L for PCC (1:3:6) type C-2, using 40 mm graded stone aggregate in fdn mass concrete. |
| 48 | S&F rolled sections as in main and cross beams, hip and jack rafters, purlins where connected to comman rafters and running rails and guided for sliding doors, frame work for chajjas/rain gaurd, fixed with angle cleats or other connecting plaste including cutting, welding etc Fe-410-W (Gde-E-250) quality 'A' complete all as specified and directed. |
| 49 | S&F for preparation of new steel surfaceof any description over 10cm width or girth & applying two coats of synthetic enamel paint over a coat of Red oxide primer complete all as specified and directed. |
| 50 | S&F uPVC corrugated sheet 2 mm thick of any colour having Weather & UV Resistant proof as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified & directed. |
| 51 | S&F uPVC Plain sheet 2 mm thick of any colour having Weather & UV Resistant proof as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified & directed. |
| 52 | M&L Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out and getting out soft soil. |
| 53 | M&L for PCC (1:4:8) type D-2 (40 mm grade aggregate) as in foundation, filling and mass concrete |
| 54 | M&L for Brickwork with old size sub- class ‘B’ bricks straight or curved on plan exc 6 m mean radius in CM 1:6 as specified and directed by Engr-in-charge. |
| 55 | M&L for 15mm thick rendering CM(1:4) on other than fair faces of brick or concrete surfaces of internal walls finished even and smooth without using extra cement. |
| 56 | M&L preparing new or previously un-treated surface of wall and applying two coats of cement based paint over a coat of primer complete all as specified and directed. |
| 57 | M&L for Returning, filling in hard soil, including spreading leveling, watering and well ramming in layers not exceeding 25cm. |
| 58 | Removal of excavated surplus spoil to a distance n. exc mtr in soft/loose soil and depositing where directed at a level n. exv 1.5 mtr above the starting point |
| 59 | Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil |
| 60 | M & L for Hardcore of gauge n.exc 63mm, deposited.spread and levelled in layersn exc 15cm thick watered and rammed all as specified and directed. |
| 61 | PCC 1:4:8 D-2 75 mm Thick (using 40mm graded crushed stone aggregate) as a sub base complete all as specified and directed by Engr-in-charge. |
| 62 | 5. S & F factory made kerb stone of M-25 grade cement concrete laid in position to the required line, level and curvature, jointed with cement mortar (1:3) (1 cement:3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified and directed by Engineer in Charge |
| 63 | Providing and laying 60 mm thick factorymade chamferededge cement concrete paver block of M-35 grade with approved colour, design & pattern as in foorpath, parks, lawns,drive ways orlight trafic parking etc ofrequired strecnght, thickness & size/ shape, made by table vibratory method using PU mould, laid in rerquired colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting ofpaver blcoks as per required size and pattern, finishing and sweeping extra sand, complete all as specified and directed by Engr-in-charge. |
| 64 | Excavation in trenches, n exc1.5 m wide and n exc 1.5 m in depth; for foundation, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft & loose soil complete all as specified and directed by Engineer-in-Charge. |
| 65 | Removing Excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 66 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and directed by Engineer-in-Charge. |
| 67 | Material and labour for Cement concrete 1:4:8 type D2 using 40 mm graded mechanically crushed stone aggregate in foundations complete all as specified and directed by Engineer-in-Charge. |
| 68 | Material and labour Brickwork with fly ash bricks old size , straight or curved on plan exc 6m mean radius built in cement mortar (1 : 6) complete all as specified and directed by Engineer-in-Charge. |
| 69 | M&L 40mm thick Damp proof crouse to horizontal or vertical surfaces including necessary form work in cement concrete 1:2:4 type B-0 (Using 12.5 mm graded stone aggregate) and polythen 100 micron complete all as specified and directed by Engineer-in-Charge. |
| 70 | M&L rendering 15 mm thick on other than fare faces of brick work or concrete surfaces in cement mortar (1:6) including finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 71 | M&L rendering 15 mm thick on outer faces of brick work or concrete surfaces in cement mortar 1 :4 including finished even and smooth complete all as specified and directed by Engineer-in-Charge. |
| 72 | M&L for preparation of new plastered and applying two coats of weather proof exterior emulsion paint (Apex ultima or equivalent) over a coat of primer over 1.00-2.00 mm thick wall care putty complete all as specified and directed by Engineer-in-charge. |
| 73 | M&L for broken stone Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 74 | M&L for 75 mm thick PCC (1:3:6) C-2 using 40mm graded stone agg in path/plinth protection finished even & smooth completed without using extra cement. |
| 75 | M&L for 75mm cement, concrete 1:4:8 type D-2 using 40 mm graded mechanically crushed stone aggregate complete all as specified and directed by Engineer-in-Charge. |
| 76 | M&L for glazed ceramic tile (coloured) in verticle surface 600x300x7 mm thick set and jointed in neat cement slurry over screed base 10mm thick (1:4)and pointed in white coloured cement to match |
| 77 | M&L for joint free Non- skid coloured ceramic tiles 7 to 8mm thick (square / rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. Set & jointed in neat cement slurry & jointed in coloured cement to match the colour of tiles over & including 20 mm th screed bed in cm 1:4 including dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing rubbish off the premises all as directed. |
| 78 | M&L for 20 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over 20 mm thick screed bed in CM 1:6 complete all as specified and directed. |
| 79 | S&F 75 mm bore PVC (SWR) Soil, waste and vent pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed by Engineer-in-Charge. |
| 80 | S&F cast iron floor trap of 75 mm dia outlet plain with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) |
| 81 | S&F grating 125 mm dia with waste hole of stainless steel (Min Wt 40 gms). |
| 82 | M&L for PCC 1:3:6 type C-2 using 40 mm graded mechanically crushed stone aggregate as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 150 mm bore complete all as specified and directed by Engineer-in-Charge. |
| 83 | S&F DWCPE (SN8) 180 (OD)/ 150 (ID) mm diameter drain pipes as per IS-16098 (Part-II), laid in trenches on moorum bed to required slope, including all accessories/fittings, jointing and tested. |
| 84 | S&F 6 mm looking mirror of selected Quality witb bevelled edge mounted on stainless steel stud complete all as specified and directed by Engr-in-Charge. |
| 85 | S&F 20mm bore ball valve high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe and fixed(minimum weight 210 gms) complete all as specified and as directed by Engr-in-Charge. |
| 86 | S&F Fancy type chromium plated 20 mm bore Stop valves, cast copper alloy screwed down high pressure with crutch or butterfly handle screwed both ends for iron pipe or for unions complete all as specified and directed by Engineer-in-Charge. |
| 87 | S&F CP brass stop valve/angle valve fancy type 15 mm bore cast copper alloy screwed down high pressure fancy type with long shank and cup fixed all as specified. |
| 88 | S&F Vitreous china wash hand basin coloured Flat back of size 550x400mm, long screwed shank fly nut flange end including cutting for and pinning in ends of brackets in 1:3 CM including 32mm dia chromium plated waste coupling/trap all as specified . |
| 89 | S&F Swan neck pillar tap, fancy type, cast copper alloy chromium plated with capston head, hot and cold type,screwed down high pressure with or without lettered with long screwed shank and fly nuts, screwed for iron pipe of 15 mm bore complete all as specified and directed. Wt not less than 450 gms |
| 90 | S&F long body bib tap 15mm bore cast copper alloy chromium plated long body fancy type with capston head and cup screwed down, hand operated, screwed for iron pipe or for brass ferrule all as specified. |
| 91 | S&F PVC conection 15mm size with PTMT Nuts of length 300mm. Complete all as specified and as directed by Engr-in-Charge. |
| 92 | S&F for Rotational moulded polythene water storage tank 1000 ltr capacity vertical with closed top hoisted and fixed in position all as specified in SSR part-I All as directed and including 20 mm bore PTMT float valve, connection nipple 2 Nos complete all as specified and directed. |
| 93 | S&F gun metal globe or gate valve with iron wheel head, screwed both ends for iron pipe and fixed of 20 mm bore fixed in repair all as specified. |
| 94 | S&F of 20 mm (outer dia) CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified complete all as specified and as directed by Engineer-in-Charge. |
| 95 | S&F of 25 mm (outer dia) CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified complete all as specified and as directed by Engineer-in-Charge. |
| 96 | S&F 32 mm dia low density polyethylene pipes (LDPE) of pressure rating 6 kgf/cm2 fixed complete to walls, ceilings or in floors all as directed. |
| 97 | S&F SWR gully trap 125x110 mm setting and jointing with solvent cement incl necessary form work, plastering inside and outside with and incl 30x30 cm Cl cover with frame |
| 98 | Surface dressing not exc 15 cm deep and getting out in soft/loose soil including clearing away all grass, vegetation, sapling, shrubs, brush wood, under growth, roots and trees n exc 30 cm girth removing rubbish upto a distance exc 50 m and n exc 100 m complete all as directed by the Enginee- in -Charge. |
| 99 | M&L for 75 mm thick, Cement concrete 1:4:8 type D-2 (using 40 mm graded stone aggregate), as in subbase complete all as specified and directed. |
| 100 | M&L for Machine pressed Precast cement concrete interlocking coloured ( glossy finished / ruberised paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 grade with and including 25 mm thick sand cushining complete all as specified and directed by Engr-in-charge. |
| 101 | M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line level and curvature, jointed with cement mortar 1:3 including making joints with or without grooves (thickness of joint except at sharp curveshall not to be more than 5mm), including making drainage opening wherever required complete all as specified and directed by Engr-in-charge. |
| 102 | M&L for PCC 1:2:4 type B-0 using 12.5 mm graded mechanically crushed stone aggregate as in chamfered on edges complete all as spercified and directed |
| 103 | S&F Framed work such as grills, gratings, 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 con- forming to Fe.290.Gde-E-165 |
| 104 | M&L for Excavating in post holes (or similar holes) each not exc 0.5 cu. m, 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 not exc 50m and making good surface, work in Hard/dense soil, complete all as specified. |
| 105 | M&L for PCC (1:3:6) type C-2, using 40 mm graded stone aggregate in fdn mass concrete. |
| 106 | S&F rolled sections as in main and cross beams, hip and jack rafters, purlins where connected to comman rafters and running rails and guided for sliding doors, frame work for chajjas/rain gaurd, fixed with angle cleats or other connecting plaste including cutting, welding etc Fe-410-W (Gde-E-250) quality 'A' complete all as specified and directed. |
| 107 | S&F for preparation of new steel surface of any description over 10cm width or girth & applying two coats of synthetic enamel paint over a coat of Red oxide primer complete all as specified and directed. |
| 108 | S&F for coloured galvalume profile sheet in roofing shall be with feed material manufactured from 0.50 mm (minimum) base metal thickness (BMT), minimum 550 Mpa yield strength and shall confirm to physical specifications of ASTM-792 or equivalent, colour coated valvalume sheet shall have maximum pitch of 250 mm C/C and minimum 28 mm crest depth in lenght as per site requirement. The steel sheet shall be coated with hot dip metallic, aluminium Zinc alloy (55% Aluminium, 43.5% Zink, 1.5% silicon) coating AZ 150 as 150 gm/Sqm total on both sides. The cost of sheet for velly gutters, in as required shape as per site are included. The sheet should be crimp curved at the ends of approx 2ft to 3ft. The contractor shall submit manufacturer test certificates for the chemical and mechanical properties, confirming genuinity of material including base metal thickness must be submitted for approval to GE prior to the installation/fixing. The manufacturer of sheet should submit related documents for expected product services performances of pre paintted metal sheet as per relevant ASTM/IS. Manufactuer's recommended installation methodologhy, all types of accessories fonsidered for roofting. Fasterns shall be coloured baked enamel supper durable, polyester with silicon coating of film thickness of minimum 25 micron (including primer) on top minimum 10 micron (including primer on interior fance. The paint shal be shade as approved by GE. The sheet shall have wide pans with minimum 2 small stiffening ribs for effective with self-drilling screws as per manufacturer instructions completed all as specified and directed . Note : Total thickness of sheet with BMT, AZ 150 coating and panting shall not be less than 0.575 mm.The rate of flashing and chase cutting not exceeding one brick and embedding mortar are also included. |
| 109 | S&F pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50 mm 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 & directed. |
| 110 | S&F Wire netting of galvanised steel with 20 mm size of mesh wire 1.40mm dia fixed with tinned tacks of wire staples complete all as specified and directed. |
| 111 | Cutting in to existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for as specified dia of pipe 150mm. Please Enable Macros to View BoQ information |
| 112 | Cutting in to existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for as specified dia of pipe 150mm. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 21, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 10, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 17 daysSep 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysSep 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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