Tender For Renovation Work Of Barat Ghar & Play Ground In Village Chamarawali, Bodaki, Greater Noida.
Tender Value
45.09 Lakhs
Estimated cost
Bid Submission
10 Jul 2026
9 days left
EMD
91000
Bank guarantee accepted
Document Fee
1050
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 Renovation Work Of Barat Ghar & Play Ground In Village Chamarawali, Bodaki, Greater Noida.
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (DSR-18/15.3) |
| 2 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. (DSR-18/15.56) |
| 3 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (DSR-18/15.25/AR) |
| 4 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar. (DSR-18/15.7.4) |
| 5 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): From brick work in cement mortar (DSR-18/15.8.3) |
| 6 | Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead : Thickness above 40 mm up to 75 mm (DSR-18/15.40.2) |
| 7 | Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) |
| 8 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR-18/5.22) |
| 10 | Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR) |
| 11 | 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 upto 300 mm height including cleaning the surface before treatment. |
| 12 | (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of 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 water proofing 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 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. |
| 13 | (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 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 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 : |
| 14 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (DSR-18/22.7.1) |
| 15 | M-150 brick work in 1:6 cement & fine sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303)Same as item no 303 but in 1:4 one cement & four fine send of 1.25 F.M. mortar (SOR-20/305)Same as item no 305 but in 1:4 on cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A))As item 303 to 307 above but in superstructure including necessary Cutting & moulding of brick as required thickness of wall not to be less than 1½ brick. Add extra labour to above items. (SOR-20/309/6.07)As in item 309 above but for walls of one brick thick, add for extra labour to the rate of item no. 309 (SOR-20/310/6.08) |
| 16 | Providing and fixing 1mm 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, including applying a priming coat of approved steel primer. (DSR-18/10.5) |
| 17 | Using M.S. angels 40x40x6 mm for diagonal braces (DSR-18/10.5.1/AR) |
| 18 | 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. 18/10.25) |
| 19 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (DSR-18/10.25.2) |
| 20 | 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. (DSR-18/10.18) |
| 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.(DSR-18/12.41) |
| 22 | 110 mm diameter (DSR-18/12.41.2) |
| 23 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : For 100 mm dia pipe (DSR-18/17.37.1) |
| 24 | Sand filling in plinth including supply of necessary quantitiy of sand from a distance not exceeding 8Kms from the site of work and including watering, dressing etc. labour and T & P etc. required for the proper complition of the work. Saplings of girth upto 30cm. measured at a height of 1 M above ground level and removal of rubbish upto a distance of 50m out side the periphery of area cleared. (SOR-20/255) |
| 25 | Cement concrete with 4cm gaugeApproved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work |
| 26 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) |
| 27 | Kota stone slab flooring over 20 mm (average) thick base laid over 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) : 25 mm thick (DSR-18/11.26.1) |
| 28 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (DSR-18/11.27) |
| 29 | 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. (DSR-18/18.48) |
| 30 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall (DSR-18/18.10) |
| 31 | 15 mm dia nominal bore (DSR-18/18.10.1) |
| 32 | 20 mm dia nominal bore (DSR-18/18.10.2) |
| 33 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. : Semi rigid pipe: 32 mm dia (DSR-18/17.28.1.1) |
| 34 | Providing and fixing 100 mm sand cast Iron grating for gully trap. (DSR-18/17.29) |
| 35 | 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: (DSR-18/17.1) |
| 36 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. (DSR-18/17.1.1) |
| 37 | 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: (DSR-18/17.7) |
| 38 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps (DSR-18/17.7.1) |
| 39 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. : 15 mm nominal bore (DSR-18/18.52.1/SOR) |
| 40 | Providing and fixing brass bib cock of approved quality : 15 mm nominal bore (DSR-18/18.15.1) |
| 41 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. (DSR-18/18.17.1) |
| 42 | Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Raj Nagar plain (DSR-18/11.23.2) |
| 43 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. (DSR-18/4.17) |
| 44 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : (DSR-18/17.4) |
| 45 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern (DSR-18/17.4.1) |
| 46 | Providing and fixing C.P. brass angle valve for basin mixer and geyserpoints of approved quality conforming to IS:8931: 15mm nominal bore (DSR-18/18.53.1) |
| 47 | Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length : 15 mm nominal bore. (DSR-18/18.21.2.1) |
| 48 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. (DSR-18/17.18) |
| 49 | 10 litre capacity - White (DSR-18/17.18.1) |
| 50 | Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1) |
| 51 | Cement concrete with 4cm gaugeApproved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work |
| 52 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) |
| 53 | Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) |
| 54 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) |
| 55 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR-18/5.22) |
| 56 | Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR) |
| 57 | M-150 brick work in 1:6 cement & corse sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303). Same as item no 305 but in 1:4 (1 cement & 4 coarse sand) of 2.20 F.M. mortar. (SOR-20/305(A)).As in item 309 above but for walls of one brick thick, add for extra labour to the rate of item no. 309 (SOR-20/310). |
| 58 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) (DSR-18/13.16.1) |
| 59 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2) |
| 60 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) (DSR-18/13.5.2) |
| 61 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & atching pigments etc. complete. (DSR-18/11.46) |
| 62 | Supply & fixing of RCC Grill work (JALI) of approved patterm & make at site of work in cement concrete consisting of cement, approved coarse sand and 6mm. Nominal size stone grit in the proportion of 1:2:4 & reinforced with 6mm. Dia M.S. wire/bar including cutting & finishing with 1:3 cement & fine sand of 1.25 fineness modulus mortar including supply of all materials, labour, tools and plants etc, required for proper completion of the work but excluding plaster on jambs, sill & soffit of the opening, (1) 5.00cm. thick. (SOR-20/21.17/New Item) |
| 63 | Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give and even shade over and including a priming coat with cment primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris of approved synthetic materials and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-20/649) |
| 64 | As in item (649) above but for every coat after the first coat. (SOR-20/650) |
| 65 | Providing wall putty on new surface with approved quality material of Berger/J.K./Birla or similar make 2 coats.(SOR-20/15.22 New Item) |
| 66 | Providing and laying 60mm Thick ISI mark factory made Cement Concrete interlocking paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required coloured of M-35 & pattern over and including averege 50mm Thick Compacted bed fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with conforming to ISI-15658 & IRC:SP:63 (DSR-18/16.68/GNIDA/AR) |
| 67 | Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. paint to be used should confirm ISI no. 105/106/133-1950 (SOR-20/647/15.07) |
| 68 | As in item (647) above but for every subsequent coat on previously treated surface. (SOR-20/648) |
| 69 | Providing JCB with driver and including POL (SOR-20/S.No31/Chapter-2) |
| 70 | Tractor with trolley including POL & driver. (SOR-20/S.No-19/Chapter-2) |
| 71 | Supply of labour. ( Based on SOR-20/SN-12/Chapter-2) |
| 72 | Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to sizeand shape wherever required. (DSR-18/12.8) |
| 73 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysJul 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 days