Tender For Construction Of Multi-Purpose Halls, Classrooms, Toilet Blocks (Boys & Girls), Library, Mid-Day Meal Sheds, Drinking Water Tank, Prayer Stage With Shed, Science Labs, Medicine Room And Other Associated Infrastructure Works In Nearby School
Tender Value
7.37 Crore
Estimated cost
Bid Submission
05 Nov 2026
18 days left
EMD
14.74 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hisar → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Multi-Purpose Halls, Classrooms, Toilet Blocks (Boys & Girls), Library, Mid-Day Meal Sheds, Drinking Water Tank, Prayer Stage With Shed, Science Labs, Medicine Room And Other Associated Infrastructure Works In Nearby Schools And Ayushman Centers Near Gorakhpur Haryana Anu Vidyut Pariyojana (Ghavp), Village - Gorakhpur, Distt. - Fatehabad, Haryana
BOQ
| Sl. No. | Item Description |
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish outside the periphery of the area cleared. |
| 2 | EXCAVATION :- Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas including getting out and disposal of excavated earth as directed by Engineer-incharge. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering as directed by Engineer-incharge. |
| 4 | Supplying and filling of local earth (including royalty) by mechanical transport including ramming and watering of the earth in layers not exceeding 20cm in trenches, plinth, sides of foundation etc. complete. |
| 5 | CONCRETE (1:3:6, upto PLINTH LEVEL) :- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | DPC :- Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) . |
| 7 | CONCRETE (M25) :- Providing and laying structural reinforced cement concrete work, machine batched (using weigh batcher) and machine mixed, design mix M-25 grade cement concrete conforming to IS:456 at all heights and depth for construction of beams, columns, staircases chajja, roof slabs, facia, canopies, fins, porch, water tank etc. excluding providing centering, shuttering, form work, including admixtures (if required) in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-chargeetc compacting with mechanical vibrator, curing etc. complete in all respects, inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 8 | CONCRETE (1:1.5:.3) upto plinth level :- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 9 | REINFORCEMENT :- Supplying and providing reinforcement (for reinforced cement concrete works) Thermo-mechanically treated (TMT) Fe 500D/550D bars conforming to IS:1786 including initial straightening of coiled/uncoiled bars, removal of loose rust, cutting, bending to correct size & shape, binding with G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work at all heights/elevation for: |
| 11 | Below Plinth Level |
| 12 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 13 | Suspended floors, roofs, landings, balconies and access platform |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 16 | BRICK MASONRY (CLAY BURNT BRICKS) :- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in Cement mortar 1:6 ( cement : 6 coarse sand) at all heights and depths laid to proper position line, level as per the drawings and specifications including providing necessary scaffolding, staging, raking out of joints, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 17 | Providing and laying Fly-ash brick masonry using Fly-ash building bricks of class designation- 10 ( IS-12894 -2002 ) in cement mortar 1:6 ( 1 cement : 6 coarse sand) in superstructure above plinth level up to floor five level as per specifications and direction of Engineer including cost of labour, materials, curing, etc. all complete as per drawings, specifications and direction of Engineer in charge. |
| 18 | Providing and laying 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) including finishing, curing, scaffoldings etc. complete at all height as per direction of Engineer-in-charge. |
| 19 | Providing and laying 6 mm cement plaster of mix 1:3 (1 cement: 3 fine sand) including roughening of concrete surface if required, finishing, curing, scaffoldings etc. complete at all height as per direction of Engineer-in-charge. |
| 20 | WALL PUTTY :- Providing and applying wall putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 21 | ACRYLIC SMOOTH EXTERIOR PAINT :- Finishing walls with Acrylic Smooth exterior paint of required shade on New work as per manufacturers specifications with Two or more coat including priming coat of exterior primer as per directions of Engineer-Incharge. |
| 22 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including water thinnable priming coat with cement primer. |
| 23 | SYNTHETIC ENAMEL PAINT :- Painting with synthetic enamel paint of approved brand and manufacture to give an even shade with Two or more coats on new work. |
| 24 | CERAMIC WALL TILES :- Providing and fixing Ist quality ceramic glazed wall tiles (min. 6mm thk) conforming to IS: 15622 , of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry including pointing in white cement mixed with pigment of matching shade complete. |
| 25 | CERAMIC FLOOR TILES :- Providing and laying branded (Kajaria,NITCO,Johnson or Somany) Ceramic glazed floor tiles (min. 6mm thk) of size 300x300 mm of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), jointing with grey cement slurry including pointing the joints with white cement and matching pigment etc. complete. |
| 26 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of varying sizes including spreading, well ramming, consolidating etc. complete as per direction of Engineer-in-charge. |
| 27 | KOTA STONE SLAB (20mm THICK) :- Kota stone slab 20 mm thick in flooring laid over 20 mm (average) thick base and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 28 | Providing and laying Polished Granite stone in required design and patterns, in linear as well as curvilinear portions of the building all complete as per drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. |
| 29 | Providing and fixing 20mm thick black Granite stone plaque of required size engraved with specified text, NPCIL logo, etc. inside a decorative border and inscription coated with indelible ink/paint all complete as per direction of EIC. |
| 30 | CC CHEQUERED TILES :- Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with Light shade pigment using white cement to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). |
| 31 | CEMENT BASEDWATER PROOFING :- Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/SqM. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with cement mortar 1:5 (1 cement : 5 coarse sand)admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with waterproofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ SqM of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d)Finishing the surface with 20 mm thick joint less cement mortar of mix1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm. Please Enable Macros to View BoQ information |
| 32 | CEMENT BASEDWATER PROOFING :- Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/SqM. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with cement mortar 1:5 (1 cement : 5 coarse sand)admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with waterproofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ SqM of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d)Finishing the surface with 20 mm thick joint less cement mortar of mix1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysNov 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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