Tender For Construction Of Dining Room Ground Floor At Maharaja Ranjit Singh Armed Forces Perparatory Institute (Afpi) At Sec- 70, S.A.S Nagar.
Tender Value
18.68 Lakhs
Estimated cost
Bid Submission
22 Sep 2026
6 days left
EMD
37378
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
S.a.s Nagar → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Dining Room Ground Floor At Maharaja Ranjit Singh Armed Forces Perparatory Institute (Afpi) At Sec- 70, S.A.S Nagar.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres |
| 2 | Providing and applying Anti termite treatment using pre constructional chemical treatment measures as per IS-6313-2001 (part 2) & using chemical containing chloropyrifos systemic insecticide diluted to manufacturer's specifications |
| 3 | Cement concrete 1:5:10 with 40 mm gauge stone ballast. usingconcrete mixing volumetric type |
| 4 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 5 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 6 | Centring and shuttering for columns (Square or rectangular or polygonal in plain) |
| 7 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. |
| 8 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 9 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 10 | Centring and shuttering for sides and soffits of beam, beams launchingsgirders bressumers, lintels |
| 11 | Damp proof course 4 cm thick of cement concrete 1 : 2 : 4 with 2 coats of bitument 20/30 penetration at 1.65 kg per Sqm. laid hot and sanded. |
| 12 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 13 | Providing and laying in super structure for first storey factory made with vibro-hydraulic compaction machine precast Hollow block of cement concrete setting in position with cement mortar 1:3 (1 cement:3 course sand ) including cost of hosting, centering and shuttering complete as per IS:2185 (Part-1): 2005. |
| 14 | Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge. Doors and windows frame of size 161mm x 60mm with 40 mm wide double rebate weighing4.05 kg per meter. |
| 15 | Providing & fixing of Box type steel windows, made of various ERW section outer 60mm x 25mm, central mullion 60mm x 25mm, for shutter 50mm x 20mm having thickness of 1.25mm (18 gauge), shash bar MS Tee 25mm x 3mm where required joints mitred and electrically flashwelded, with iron fittings incluidng necessary iron handles,hinged cleat, tower bolts, iron hold fast and pintle hinges complete (excluding glazing and wire guage) and finished with ready mixed paint red lead non setting primer complete as per specification, Drawings and to the entire satisfaction of engineer-in-charge. (Note:- Glazing, wire guage and grill will be paid as per respective items) |
| 16 | Renewing glass panes with putty and nails wherever necessary Glass panes weighing 10.75 Kg/sqm |
| 17 | Wire gauge fixed on steel windows of standard rolled steel section, with 3mm thick flat iron cover moulding of 12.5mm width, fixed with machine screws, complete in all respects. |
| 18 | 12.5mm thick cement plaster 1:4 |
| 19 | 20mm thick cement plaster 1:4 in two coat work. |
| 20 | Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 4.0 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. |
| 21 | Providing and fixing 110 mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. |
| 22 | Providing and fixing 110 mm dia. U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. UPVC 110 mm bend |
| 23 | Providing & Fixing in position M.S or heavy flat iron clamps made out of M.S flat iron not less than 5 mm of the approved design for fixing C.I. soil waste, vent or antisyhonage pipes to walls complete in all respects including cutting and making good the walls and floors etc. and painting.M.S. Holder bats clamps for 100mm i/d H.C.I. pipes |
| 24 | Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. |
| 25 | Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 25mm mud plaster, 75 mm mud filling on another layer of 25 mm mud plaster including two coats of bitumen laid hot @ 1.65 Kg. per Sqm. on top of R.C.C slab including grouting with cement |
| 26 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 27 | Earth filling with good quality earth obtained from out side the plinth including compensation of earth, loading, unloading, carriage from outside the peremises to site of work, spreading, laying watering compacting with rammer complete as per specifications. |
| 28 | Earth filling :--Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres |
| 29 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate and 100mm sand filling (Using mechanical mixer for mixing of material) |
| 30 | Providing and laying vitrified floor tiles in different sizes in light colour shades made using Full Body Technology (thickness to be specified by the manufacturer) with water absorption’s 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 (1 cement: 4 fine sand), complete. ( Full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.) ( a ) Size 600 x 600 mm |
| 31 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish |
| 32 | Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. |
| 33 | Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two or more coats) |
| 34 | Finishing walls with acrylic smooth exterior paint of required shade with two coats applied @ 1.67 litre/10sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 sqm |
| 35 | Plinth ProtectionEarth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres |
| 36 | Cement concrete 1:5:10 with 40 mm gauge stone ballast. usingconcrete mixing volumetric type |
| 37 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 38 | 20mm thick cement plaster 1:4 |
| 39 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate and 100mm sand filling (Using mechanical mixer for mixing of material) |
| 40 | Conglomerate floor 50mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material |
| 41 | Cement rendering on plastering 1mm thick. |
| 42 | Stripping and stacking slate or tiles of a roof. |
| 43 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres |
| 44 | Removing Doors and Windows (Steel or wood) with chowkhats by making recesses in walls when the wall is not to be dismantled. |
| 45 | Dismantling of brick work in cement sand mortar / lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 metre (By Mechanical Means) (8.39) |
| 46 | Re-barring (Chemical Anchor) of 12mm dia bar, hole size 16mm, depth 120mm with 14 ml injectable mortar epoxy adhesive (Hybrid urethane methacrylate adhesive) rebaring chemical complete in all respect. |
| 47 | Re-barring (Chemical Anchor) per hole for 16mm dia bar, hole size 20mm, depth 160mm with injectable mortar epoxy adhesive (Hybrid urethane methacrylate adhesive) rebaring chemical 24 ML |
| 48 | Re-barring (Chemical Anchor) of 20mm dia bar, hole size 25mm, depth 200mm with 47 ml injectable mortar epoxy adhesive (Hybrid urethane methacrylate adhesive) rebaring chemical complete in all respect. |
| 49 | Re-barring (Chemical anchor) of 25mm dia bar, hole size 32mm, depth 250mm with 100 ml injectable mortar epoxy adhesive (Hybrid urethane methacrylate adhesive) rebaring chemical complete in all respect. |
| 50 | Dismantling of prestressed / RCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 metre (By Mechanical Means) (8.41) |
| 51 | Analysis of Rate for disposal of Malba/ Surplus earth outside the premises,loading/unloading including carriage Upto 5 Km. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysSep 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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