Tender For Construction Of Community Center At Parivartan Aajivika Mahil Sankul Sangh Gram Antri Kismi Pathartal
Tender Value
33.26 Lakhs
Estimated cost
Bid Submission
28 Oct 2026
1 days left
EMD
67000
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Prayagraj → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Community Center At Parivartan Aajivika Mahil Sankul Sangh Gram Antri Kismi Pathartal
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 th |
| 2 | Concrete with 4 cm gauge brick ballast fine sand of 1.25 F.M. and cement in proportion of 1:6:12 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work. Excluding GST. SI. |
| 3 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand). As per DSR Code No- 6.1.2 |
| 5 | Centering and shuttering including stutting, propping etc. and removal of form for Lentels, beams, plinth beams, girders, bressumers and cantilevers, As per DSR Code No- 5.9.5 |
| 6 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Above Plinth Level. As per Code No-5.2.2 |
| 7 | Centering and shuttering including stutting, propping etc. and removal of form for Columns, pillars, piers, abutments, posts and struts. As per DSR Code No- 5.9.6 |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Above Plinth Level. As per Code No-5.2.2 |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of Class designation 7.5 in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ). As per Code No 6.4.2 |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of Class designation 7.5 in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ). As per Code No 6.4.2 |
| 11 | Steel reinforcement for R.C.C. work ready to use \\"cut and bend\\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per |
| 12 | Centering and shuttering including stutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.As per DSR Code No. 5.9.3 |
| 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). Above Plinth Level. As per Code No-5.3 |
| 14 | Steel reinforcement for R.C.C. work ready to use \\"cut and bend\\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level. 5.22B.1 Thermo-Mechanically Treated bars of grade Fe-500D or more.As per DSR Code No. 5.22.B |
| 15 | 12 mm thick cement plaster of mix 1:6 ( 1 cement : 6 fine sand ) As per DSR Code No 13.4.2 |
| 16 | Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface. As per Code No-13.80 |
| 17 | Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) As per Code No-13.46.1 Two Coats |
| 18 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre. (Interior) As per Code No-13.41.1 Two Coats |
| 19 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). As per Code 10.13.1 |
| 20 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, i/c applying a priming coat of approved steel primer. Using M,S angle 40x40x6 mm for diagonal braces As per Code 10.5.1 |
| 21 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with rdinary paint of approved brand and manufacture.As per DSR code 13.62.1 |
| 22 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades,except 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 @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete.As per Code Noo-11.40 |
| 23 | Providing and laying Vitrified tiles in floor in different sizes(thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, 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. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily (Glazed vitrified tile polished finish of size). As per Code Noo-11.41A.2.1 |
| 24 | Earth Work in Excavation in foundation in ordinary soil(Loam clay or sand) including lift up to 1.50 m and lead 30.00m. Including fitting watering and ramming of exacavated earth into trenches of into the space between the building and the side of foundation trenches or into the plinth and removal&disposal as per SI. No. 251 |
| 25 | Construction of subgrade with material obtained from borrow pits for local earth construction of embankment with approved material obtained from available land and permitted and approved by Engineer in charge and as per technical specification clause 301.3.4.1 with all lift and leads , spreadin,gradding to required slope and compecting to meet requirment to table 300 land,300.2 as per tech. classification 301.5 including up to 1000 meter.Cartage for 3.0km |
| 26 | Concrete with 4 cm gauge brick ballast fine sand of 1.25 F.M. and cement in proportion of 12:6:1 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work. Excluding GST. SI. No. 273 |
| 27 | M-150 Brick work in 1:4 cement & four fine sand (1.25 F.M.) mortar in foundation and plinth including supply of all materials, labour & tools & plants etc. required for proper completion of the work. Excluding GST. SI No. 305 |
| 28 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401 |
| 29 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber applying and brooming stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required density grade iii as per technical specification clause 405. |
| 30 | Providing and laying of 2.5 cm thick p.c.c 1:2:4 (without base concrete) with cement coarse sand and 20 mm gauge stone grite including all ISI No 601A |
| 31 | Provoiding and laying of Rubber moulded reflective Zig-Zag 80 mm thick tiles of precost compressed c.c. passing 30mpa compressive strength ISI marked concrete block pavements having thickness 80 mm as per technical specification clause 1504 |
| 32 | Providing and fixing water closet squatting pan (Indian type W.C.pan )White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.As per DSR code 17.1.1 |
| 33 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) W.C. pan with ISI marked white solid plastic seat and lid.As per DSR code 17.2.1 |
| 34 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard patternWhite Vitreous China Wash basin size 630x450 mmwith a pair of 15 mm C.P. brass pillar taps.As per DSR code 17.7.1 |
| 35 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mmsizes One urinal basin with 5 litre white P.V.C. automatic flushing cistern.As per DSR code 17.4.1 |
| 36 | 25mm CPVC pipe i/c all |
| 37 | 15mm dia CPVC pipe i/c all |
| 38 | Bib Cock Supply and Fixing |
| 39 | Supply and Fixing of Nahani Tap |
| 40 | CPVC Pipe 110mm dia |
| 41 | Supply and Fixing of Water Tank |
| 42 | Supply and Fixing of Gate Valve |
| 43 | Supply installation and Boring of Hand pump i/c all |
| 44 | Stablizer KVA |
| 45 | Submercible pump |
| 46 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the |
| 47 | Supplying and fixing brass batten/ angle holder including connection etc. as required. DSR-22 E&M Code no. 1.34 |
| 48 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted includin |
| 49 | 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 in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole. DSR-2 |
| 50 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire. DSR-22 E&M Co |
| 51 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. DSR-22 E&M Code no. 1.31 |
| 52 | Supply and fixing of 1200mm dia ceiling fan in all complete. |
| 53 | S/F of electronic fan regulator as per Sl.No. 1203 A |
| 54 | S/F of 15 watt Led as per MR |
| 55 | S/F of 9watt Led as per MR |
| 56 | Suppply and fixing of sign board I/C all. |
| 57 | As per Order of Joint Secretary G.O. No. G-1877 Dated 21-02-2025 and Director cum-chief Engineer U.P. RED, Lucknow Latter No 801 Dated 03-03-2025 Deduction 5% for Comptetive Price Effciency Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayOct 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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