Tender For Maintenance Of Ambedkar Bhawan In Village- Chanchali, Yea. Wc-06
Tender Value
21.18 Lakhs
Estimated cost
Bid Submission
30 Jul 2026
0 days left
EMD
42600
Bank guarantee accepted
Document Fee
840
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
gautam buddha nagar → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Maintenance Of Ambedkar Bhawan In Village- Chanchali, Yea. Wc-06
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-Jul-2026 | Corrigendum | Date | 30-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in ordinary in all of foundation tranches including dressing of side and ramming of bottom lifts upto a 1.5m including getting out the excavation soil and disposal of surplus excavated soil as directed with in a lead of 50m . AR |
| 2 | Cement concrete with 4cm Guage Approved Stone ballast , Coarse Sand& Cement in the proportion of 8:4:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/281/P-17 |
| 3 | M-150 brick work in 1:4 cement and Coarse sand of ( 2.20 fineness modulous) mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work . UPPWD/SOR/305a |
| 4 | M-150 brick work in 1:4 one cement and four course sand 2.20 F.M. mortar superstructure but for walls of half brick thick including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a)+310A |
| 5 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)Based on UPPWD SOR/DAR-18/5.1.2 |
| 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. up to floor five level excluding cost of centering, shuttering, finishing and reinforcementAll works above plinth level upto floor V level: Based on UPPWD SOR/DAR-18/5.2.2 |
| 7 | Centring and shuttering including strutting, propping etc. and removal of form for : foundation footings, base of column |
| 8 | Lintels, beams, plinth beams, girders, bressumers and cantilevers.DAR-18/5.9.5/P-193 |
| 9 | Centring and shuttering including strutting, propping etc. and removal of form for : suspended floors, roofs, landings |
| 10 | Edges of slabs and breaks in floors and walls: Under 20 cms wide. (DAR/5.9.16.1/Based on UPPWD/SOR-2020)) |
| 11 | Earth work in cutting or embnkment in ordinary soil excavetion to be in the form of regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20 cm. Layers including remaining and dressing the surface to required levels and slpoes and also including 1.50m lift and 30m lead then earth from cutting to be used in making embankment or to be deposited as spoil bamks with in 30m distance asdirected by the engineer in charge excluding royality where ever applicable for small work or abadi area (Only where machine can not reach) SORUPPWD/253A+231A/P-14 |
| 12 | Steel rainforcement for R.C.C. work including straightening, cutting bending, placing in position and binding all complete upto plinth level Thermo-mechanically treated bars/Cold twisted bars.DAR-18/5.22.6/P-226 |
| 13 | Dismentaling Of Cement Plaster |
| 14 | 12 mm cement plaster of mix : 1:6 (1cement :6 coarse sand) UP PWDSOR-2020/DAR-18/13.4.2 |
| 15 | 6mm cement plaster of mix: 1:3 (1 cement : 3 coarse sand) BASED on UP PWD SOR 2020 DAR-/13.16.1 |
| 16 | 15mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) BASED on UP PWD SOR 2020 DAR-18/13.4.2 |
| 17 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) UPPWDSOR-2020/P-39/DAR-18/13.44.1 |
| 18 | Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade |
| 19 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. DAR-18/13.26 |
| 20 | Painting with synthetic enemel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. |
| 21 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110mm dia |
| 22 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Single tee with door 110x110x110 mm (DAR/12.42.3.2/Based on UPPWD/SOR-2020) |
| 23 | Bend 87.5° 110 mm bend (DAR/12.42.5.2/Based on UPPWD/SOR-2020) |
| 24 | Shoe (Plain) 110 mm Shoe (DAR/12.42.6.2/Based on UPPWD/SOR-2020) |
| 25 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm (DAR/12.43.2/Based on UPPWD/SOR-2020) |
| 26 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. (DAR/12.44/Based on UPPWD/SOR-2020) |
| 27 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.DAR-18/10.25.2 |
| 28 | Providing and fixing 1 mm thick M.S. Sheet door 40x40x6mm angle frame using flats 30x6mm for digonal braces and central (10.5.2) |
| 29 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) UP PWD SOR 2020/DAR-18/15.2.1 |
| 30 | Providing and fixing water closet squatting pan (Indian type W.C. pan with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern 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 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.DAR 18/17.1.1 |
| 31 | Providing and fixing wash basin with C.l. 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 required: UPPWD SOR-2020/DAR-18/ 17.7.1 |
| 32 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.20mm OD pipes. (DAR/18.8.2/Based on UPPWD/SOR-2020) |
| 33 | 25mm OD pipes. (DAR/18.8.3/Based on UPPWD/SOR-2020) |
| 34 | Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. (DAR/18.17.1/Based on UPPWD/SOR-2020) |
| 35 | 32 mm nominal bore. (DAR/18.17.2/Based on UPPWD/SOR-2020) |
| 36 | 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 Applying a slurry coat of neat cement using 2.75 kg/sqm ofcement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCCslab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compoundconforming 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 water proofing compound conforming to IS : 2645 and approved byEngineer-in-charge torequired slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.UP PWD SOR 2020/22.7.1 (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- 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 3 mm 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 : 22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm.UP PWD SOR 2020/11.41.2 |
| 37 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI: 12701 marked with cover and suttable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank DAR 18/ 18.48 |
| 38 | 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 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600mm (DAR/11.41.2/Based on UPPWD/SOR-2020)) |
| 39 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), 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 @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (DAR/8.31/Based on UPPWD/SOR-2020)) |
| 40 | Providing and laying Ceramic glazed floor tiles of required size 300mmx300mm (thickness to be specified by the manufacturer) 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 @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.(DAR/11.37/Based on UPPWD SOR/2020) |
| 41 | Providing and fixing brass bib cock of approved quality: 15 mm nominal bore (DAR/18.15.1/Based on UPPWD/SOR-2020)) |
| 42 | Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. (DAR/18.17.1/Based on UPPWD/SOR-2020) |
| 43 | Providing and fixing chicken wire mesh (murga jali) 24 gauge and 20 mesh at junction of RCC and masonry walls including fixing in position with steel nails of 25 mm in length as approved at required as directed by Engineer-in-charge, scaffolding etc. complete. (AR/YEIDA//Based on UPPWD/SOR-2020))½x24 gauge |
| 44 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour.25mm nominal bore, weighing not less than 62 gms. (DAR/18.75.3/Based on UPPWD/SOR-2020)) |
| 45 | Demolishing dry brick or Interlocking tiles on edge including stacking serviceable material and disposal of unserviceable material with in 50 metres Lead. (AR/YEIDA/Based on UPPWD/SOR 2020) |
| 46 | Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for Grade-1 material. (MORTH/(AR/YEIDA/Based on UPPWD/SOR-2020) |
| 47 | Providing and laying 60mm thick I.S.I. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of Engineer-in-charge with conforming to IS-15658 and IRC:SP:63. (AR/YEIDA/ Based on UPPWD/SOR-2020) |
| 48 | Relaying of 60mm thick I.S.I. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of Engineer-in-charge with conforming to IS-15658 and IRC:SP:63. (Old Tiles) (AR/YEIDA/ Based on UPPWD/SOR-2020) |
| 49 | Wiring point for light in 1.5 sq. mm. PVC insulated single core copper conductor cable (in PVC conduit with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earth wire drawn inside conduit.) and 5 Amp.flush type switch & ceiling rose/angle/batten holder fixed with 3mm thick phenolic laminate backalite sheet with brass machine screws and cup washers mounted over existing M.S. switch board box/ junction box with supply of all material, labour & T&P etc. required for proper completion of the work complete in all respect, as directed by Engineer in charge PWD-2018 PS No-174C |
| 50 | Supply and Wiring of submains with 2 nos. of 2.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 25 mm dia heavy duty (2 mm thick) PVC conduit with 2 nos 2.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit complete in all respect, as directed by Engineer in charge PWD-2018 PS No-261C |
| 51 | Supply and fixing of power plug with 20 Amp./250 volt flush type modular switch and 5 pin 20 A/250 volt flush type universal modular socket switch on concealed M.S box including supply of all material, labour T&P etc. complete in all respect, as directed by Engineer in charge .PWD-2018 PS No-1139A |
| 52 | S&F surface/flush mounting 8 ways SPN distribution board with additional metal door without MCB complete in all respect, as directed by Engineer in charge. PWD-2018 PS -1024A |
| 53 | S&F of 6 Amp to 32 Amp. MCB (10 KA) C Curve complete in all respect, as directed by Engineer in charge.PWD-2018 PS -1002 CAT-A |
| 54 | S&F of 40 Amp. DP MCB (10 KA) C Curve complete in all respect, as directed by Engineer in charge. PWD-2018 PS No-1010 Cat-A |
| 55 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. (DAR/10.18/Based on UPPWD/SOR-2020)) |
| 56 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) D.A.R./ 2016/ 4.1.3 |
| 57 | Providing ,Fixing and commisoining of single phasesubmersible pump set in existing Bore well suitablefor 45 LPM Discharge 25 Mtr to 70 Mtr Head minimumTwo Star rating of approved make PVC cable supportwire starter etc complete in all respect including costof dismantling of existing hand pump machinecomplete Labour T and P etc .from bore wellapproved quality as per direction by Eng. in charge(language and rate based on Submersible fixing Itemno-1)(MR) 1HP SINGLE PHASE |
| 58 | Supply and errected ceiling fan 1200mm including regulators complete with approved brand. |
| 59 | Supply and fixing of Indiamark Handpump including making chabutara of dia 2mtr and 45mtr lowering (depth) and Pvc assembling, Blinding Pipe strainer and 63mm/110mm dia PVC Pipe etc. (Pressure 6.0kg/cmsqr) including all labour & material and T&P complete as required as per direction of engineer-in charge. |
| 60 | Lettering with black japan paint of approved brand and manufacture SOR-2020-817/19.17.1 |
| 61 | Providing precast cement concrete Jall 1:2:4(1 cement: 2 coarse sand: 4 graded stone aggregate 6mm nominal size) reinforced with 1:6mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete excluding plastering of the jambs, sills and soffits. 50mm thick. Based on UP PWD SOR-2020/17.21 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 23, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 30, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
TodayJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayAug 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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