Tender For Construction Of A Record Room Within The Municipal Council Office Premises.
Tender Value
23.89 Lakhs
Estimated cost
Bid Submission
09 Jul 2026
2 days left
EMD
47800
Bank guarantee accepted
Document Fee
3540
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Fatehpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of A Record Room Within The Municipal Council Office Premises.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 |
| 2 | Concrete in foundation with 2 cm. 8:4:1 (1 Cement : 4 coarse sand (zone-III) derived fromnatural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 3 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 4 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 5 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 6 | centering and shuttering including strutting, propping etc. and removalof form for foundations, footings, bases of columns, etc. for massconcrete DSR-5.9.1 |
| 7 | centering and shuttering including strutting, propping etc. and removalof form for Suspended floors, roofs,landings, balconies and accessplatform DSR-5.9.3 |
| 8 | centering and shuttering including strutting, propping etc. and removalof form for lintels, beams, plinth beams, girders, bressumers andcantilevers DSR-5.9.5 |
| 9 | Centering and shuttering including strutting, propping etc. and removalof form for columns, pillars, piers,Abutments, posts and Struts DSR 5.9.6 |
| 10 | Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. 16.87.116.87.2With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. |
| 11 | M.S. (TMT Fe500D or more) inPlain Work Such as RCC or RBWork including Supply of Steel and its wastage Bend,Hooks andauthorised over lapping shall be masured and Including cost ofbinding wire. DSR-5.22.6 |
| 12 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 13 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 15 | 12 mm thick plaster with Cement course sand including supply of all materials-labour and Tools and Plants etc required for completion of the work. |
| 16 | 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 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 11.41.4 Size of Tile 1000x1000 mm |
| 17 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 18 | Distempring with oil bound distemper of approved brand andmanfucture and of requried shadeincluding cost of all materialslabours T&P etc. DSR-13.62.1 |
| 19 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. |
| 20 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes |
| 21 | Painting or varnishing on iron workin small areas or new wood workwith one coat of ready mix primer.DSR13.67.2 |
| 22 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.2 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 23 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush pipe and integrated type foot rests |
| 24 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : 17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern |
| 25 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 26 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 27 | Providing and fixing PTMT bib cock of approved quality and colour. 18.54.1 15 mm nominal bore, 86 mm long, weighing not less than 88 gms |
| 28 | Providing and fixing PTMT stop cock of approved quality and colour. 18.55.1 15 mm nominal bore, 86 mm long, weighing not less than 88 gms |
| 29 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 18.12.1 15 mm dia nominal bore |
| 30 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 18.12.3 25 mm dia nominal bore |
| 31 | Providing and fixing soil, waste and vent pipes : 17.35.1 100 mm dia 17.35.1.2 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 32 | Wiring for light point/ fan polnt/ exhaust fan point/call bell point with1.5 sq.mm FRLS PVC insulated copper conductorsingle core cable insurface / recessed medium class PVCconduit, with modular switch,modular plate, suitable GI box and earthing the point with 1.5 sq.mmFRLS PVC insulated copper conductor single core cable etc. asrequired Group A.DSR 2022- 1.10.1 |
| 33 | Wiring for Ilght/ power plug with 2X4 sq. mm FRLS PVC insulatedcopper 2 3 5 6 7 conductor single core cable in surface/ recessedmedium class PVC conduit alongwith 1 No. 4 sq. mm FRLSPVC insulated copper conductor single core cable for loop earthing asrequired. DSR 2022- 1.12 |
| 34 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVCinsulated copper conductor, singlecore cable in surface/ recessed medium class PVC conduit asrequired. 2 X 10 sq. mm + 1 X6 sq.mm earth wire DSR 2022-1.14.5 |
| 35 | Supplying and fixing suitable size GI box with modular plate and Cover infront on surface orin recess, including providing and fixing 3 pin 5/6 A modular socketoutlet and 5/6 A modular|switch. connections etc. as required.DSR 2022-1.31 |
| 36 | Installatlon, testing andcommlssloning of celllng fan,including Add as per Dist. Cost index wiring the down rods of standard length (upto 30 cm) with1.5 sq. mm FRLS PVC insulated,copper conductor, single core cableetc. as required. DSR 2022-1.44 |
| 37 | Providing and fixing following capacity TP&N disconnector fuseswitch unit inside the existing panelboard with ISI marked HRC |fusesincluding drilling holes in cubicle panel, making Connections, etc. asrequired 32 A TP&N DSR 2022-2.1.1 |
| 38 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve,miniature circuit breaker suitable for inductive load of following poles inthe existing MCB DB complete withconnections, testing andcommissioning etc. as required Single pole and neutral DSR 2022-2.10.2 |
| 39 | Supplying, installing, testing and commissioning of following capacityTPN distribution tap off box made of 1.6mm thick sheet steel enclosure duly painted with powder coating onexisting rising mains complete with HRC fuses, interconnections,earthing etc. as required. 16 A TPN, 2 way DSR 2022. 3.3.1 |
| 40 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providingmasonry enclosure with cover plate having locking arrangement and watering pipe etc. withcharcoal/ coke and salt as required. DSR 2022- 5.2 |
| 41 | Providing and fixing 25 mm X5 mm G.I. strip in 40 mm dia G.I. pipefrom earth electrode including connection with Gl. nut, bolt, spring,washer excavation and re-filling etc.as required. DSR 2022- 5.11 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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