Tender For Construction Of School Building For Middle School Pindobal Vailoo
Tender Value
51.77 Lakhs
Estimated cost
Bid Submission
03 Sep 2026
3 days left
EMD
1.03 Lakhs
Bank guarantee accepted
Document Fee
1600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Anantnag → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of School Building For Middle School Pindobal Vailoo
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 29-Aug-2026 | Date Extension | Date | 03-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed 1m from cutting edge : All kinds of soil : Long wall =2x34'6\\"= 69.00 rft Short wall +Partition wall=(2x25'6\\")+(1x27'6\\") +(1x14'6\\")=93 rft Total wall length =162.0 rft------A |
| 2 | Supply and laying of Stone soling ,room filling hand packed broken stones in layers complete job. |
| 3 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 4 | Providing and laying in position specified grade of reinforced cement concrete includingcuring but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 6 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 infoundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 7 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for A. Foundation |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for B. Beams/ Lintel |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for C. SLAB |
| 13 | Providing wood work in frames of doors, windows, clerestory windows andother frames, wrought framedand fixed in position with hold fast lugs or withdash fasteners of required dia and length (hold fast lugs or with dash fastenersshall be paid for separately):, imported wood i/c all carriage complete. |
| 14 | Providing and fixing 30mm thick panelled or panelled and glazed shutters for doors,windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, complete as per direction of Engineer-in-charge.imported wood i/c all carriage complete. |
| 15 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.. First class imported wood |
| 16 | Providing and fixing 30 mm thick glazed shutters for doors, windows and clerestory windows using 3.5 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.imported wood i/c all carriage complete. |
| 17 | Providing and fixing 30 mm thick 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 imported wood i/c all carriage complete. |
| 18 | Providing & fixing 3.5 mm thick glass panes (weighing not less than 8.75 kg/sqm) with all fixtures, all complete |
| 19 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size). |
| 20 | Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 300x16 mm |
| 21 | P/F of aluminium handles ISI marked as per IS 1868 transparent or dyed to reqd colour with necessary screws etc complete job 150mm |
| 22 | P/F of aluminium handles ISI marked as per IS 1868 transparent or dyed to reqd colour with necessary screws etc complete job 100mm |
| 23 | P/F of aluminium tower bolts ISI marked as per IS 1868 transparent or dyed to reqd colour with necessary screws etc complete job 150x10 mm |
| 24 | P/F of aluminium tower bolts ISI marked as per IS 1868 transparent or dyed to reqd colour with necessary screws etc complete job 100x10 mm |
| 25 | Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade. Two or more coats on new work over and under coat of suitable shade with ordinary paint of approved brand and manufacture i/c priming coat of wood primer On wood work |
| 26 | 12 mm thick cement plaster of 1:6 mix ( 1 cement: 6 coarse sand) on walls etc including carriagescomplete job. |
| 27 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) including carriages by MT avg lead 50 kmcomplete job. |
| 28 | Providing and applying wall putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete |
| 29 | Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm) |
| 30 | Structural steel work in welded built up sections, trusses and framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 31 | Providing & fixing Precoated galvalume profile sheets 0.50 mm TCT having a crest height of 28-32mm at 195mm pitch and effective width of 975-1000mm and length to suit site requirement to the purlins using self drilling and self tapping fasteners of reputed make with purlin sheet using self drilling and self tapping fastners & Fixing flashings, valleys and ridges of colour coated galvalume plain sheet using self drilling and self tapping fasteners of reputed makel complete and as directed. The contractor shall give a minimum of 10 years guarantee for sheets against deterioration, disintegrations loss of luster, variation in colour, etc. and leakages across laps, fasteners etc. All types of steel sheets shall be load tested to satisfy 1.10 times the design wind load and coating thickness to the satisfaction of the Engineer-in-Charge. Fasterners shall also be load tested. The Contractor is to submit design and shop drawings for approval on the sheet profile, design and fabrication details before installation (including cost of all material, leads, lifts and carriages etc upto site of work complete). |
| 32 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 33 | Providing and fixing gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour or shade. (Area of slab over 0.5 sqm) |
| 34 | 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. completeSize of tile 600x600 mm |
| 35 | Providing and Fixing Stainless Steel (Grade 304) Railing made of hollow tube channels. Plates, etc including welding Grinding, Buffing, Polishing and making curvature wherever required and fitting the same with necessary stainless steel nuts & bolts complete, including fixing the railing with necessarry accessories and stainless steel -Fastners, steel bolts etc.of required size on the top of the floor or the side of the waist slab with suitable adjustments as per approval of engineer in charge. |
| 36 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6mm, with 40mm dia, steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles,including applying a priming coat of approved steel primer, |
| 37 | Carriage of material by mechanical transport from source of supply upto site of work Cement 10 kms |
| 38 | Carriage of material by mechanical transport from source of supply upto site of work Sand 45 kms |
| 39 | Carriage of material by mechanical transport from source of supply upto site of work Aggregate 35 kms |
| 40 | Carriage of material by mechanical transport from source of supply upto site of work Bricks 45 kms |
| 41 | Carriage of material by Manual means from Road upto site of work-150m H/L Cement |
| 42 | Carriage of material by Manual means from Road upto site of work-150m H/L Sand |
| 43 | Carriage of material by Manual means from Road upto site of work-150m H/L Stone Aggregate |
| 44 | Carriage of material by Manual means from Road upto site of work-150m H/L Stone Soling |
| 45 | Carriage of material by Manual means from Road upto site of work-150m H/L Bricks |
| 46 | Carriage of material by Manual means from Road upto site of work-150m H/L TMT Bars/Structural steel Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 29, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 03, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 3 daysSep 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysSep 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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