Tender For Repair/Renovation Of Balmiki Shamshan Ghat Ward 30 Mc Palwal
Tender Value
25.33 Lakhs
Estimated cost
Bid Submission
21 Aug 2026
4 days left
EMD
50660
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Faridabad → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair/Renovation Of Balmiki Shamshan Ghat Ward 30 Mc Palwal
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Aug-2026 | Date extend | Date | 21-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Supply of LED street light 90 Watts fittings with above said specification |
| 2 | 20W LED Tubelight-T5 |
| 3 | EARTH WORK IN FILLING (Excluding GST) Include all Leads and Carriage |
| 4 | -Supply, installation testing and commissioning ofsubmersible pumping set complete in ss suitable to operateon 410 volts 3 phase50 HZ A.C. power supply, Motor efficiency IE 3 including waterproof joint free flat submersible cooper cable,of 6 sqmmincludingearthing connection motor control panel complete in allrespect as per details given below : (For Borewell) (Without GST) |
| 5 | Supply of full Stainless Steel Water Cooler Voltas/Bluestar branded 60/120, minimum Storage Capacity: 120 L ( For Public) |
| 6 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate] |
| 7 | [10.49.1]Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 1. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. [Through Rate] |
| 8 | [10.51]Providing and fixing granite stone in all shades 15mm to 18 mm thick in skirting /dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of Granite including labour for fixing cramps pins and dowels etc. [Through Rate] |
| 9 | [11.59]Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. [Through Rate] |
| 10 | [11.60]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. [Through Rate] |
| 11 | [11.9.2]15 mm cement plaster on rough side of single or half brick wall of mix: 2. 1:6 (1 cement: 6 coarse sand) [Material Rate] |
| 12 | [11.9.2]15 mm cement plaster on rough side of single or half brick wall of mix: 2. 1:6 (1 cement: 6 coarse sand) [Through Rate] |
| 13 | [11.98.1]Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali and fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 1. New work (Two or more coats applied @ 1.43 litre/ 10 sqm Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm [Through Rate] |
| 14 | [12.1.1.2]Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid separately). 1.2. Sal wood [Through Rate] |
| 15 | [12.8.3]Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, all complete as per directions of Engineer- in-charge and panelling with panels of : (Note:- Butt hinges and necessary screws shall be paid separately) 3. 12 mm thick one side Pre-laminated particle board (decorative lamination on one side and other sides balancing lamination) grade -1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823, Grade -1, Type II marked : [Through Rate] |
| 16 | [13.29.2]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. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] |
| 17 | [13.41]Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories and stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). [Through Rate] |
| 18 | [17.22.2]Water Bound Macadam Gr I 2. Water Bound Macadam Grading I with screening Type A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate] |
| 19 | [17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate] |
| 20 | [20.71.2]Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge 2. 56\\" (1400mm) [Through Rate] |
| 21 | [20.72]Supplying, errection, testing of Exhaust fan (as per IS code 374) having a capacity of 45 cubic metre per minute complete with suitable G.I sheet ducting in structure confirming to latest IS specifications complete in all respect to satisfaction of Engineer-in-charge. [Through Rate] |
| 22 | [22.106.1]Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 1. 15 mm nominal bore [Through Rate] |
| 23 | [22.181]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. [Through Rate] |
| 24 | [22.4]Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White vitreous chinaware Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. [Through Rate] |
| 25 | [22.85.1]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 1. 15 mm nominal outer dia Pipes [Through Rate] |
| 26 | [23.1.6.1]COPPER WIRING IN MS CONDUIT (SURFACE/RECESS) 6.1. Wiring main ,sub mains and Circuit wiring in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in MS Conduit etc as required. 1 run of Size 1.50 Sqmm(1/1.40mm) [Through Rate] |
| 27 | [23.22.1.2]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 1.2. Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work. Double pole MCCB 100 to 125 Amp, 25 Ka [Through Rate] |
| 28 | [23.3.1.2]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 1.2. Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. Group B [Through Rate] |
| 29 | [23.3.4.2]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 4.2. Wiring in PVC conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin socket and 1 no 5/6 Amp switch required MS Box etc complete as required Group B [Through Rate] |
| 30 | [24.4.15.1]STREET LIGHT 15.1. B.S.E.N. 10025 High Masts \\"Supply, installation, testing and commissioning of 12.5 mtr. long High Mast manufactured from B.S.E.N. 10025 or equivalent grade material in, 2 (two) section hot dip, galvanized inside and outside in single dip, suitable for wind velocity as per IS 875 Part-3 suitable for 6 nos. luminaire loading fully motorized (power tool) with starter & cable complete along with standard accessories supplied by the manufacturer with 3 nos. steel wire rope double drum system and twin dome aviation light with LED without foundation but including cost of set of foundation nut and bolts, installation at site complete in all respect upto entire satisfaction of Engineer -in-ChargeThickness of Top and Bottom Section = 3 mm (minimum)Top Dia = 150 mm and Bottom Dia = 360mmThickness of Galvanization - Top = 65 micron (minimum) and Bottom = 85 micron (minimum)\\" [Through Rate] |
| 31 | [26.58.1]Supply and installation of garden bench 1. Chair type garden bench with L-shaped sides made of reinforced concrete (M30), thickness 100 mm, overall height 1000 mm, base width 620 mm. Back and seat shall consist of 5 Nos. reinforced concrete planks 1500 mm x 100 mm x 50 mm one plank 1500 mm x 200 mm x 50 mm. Seating height of the bench shall be 450 mm. The bench shall be fixed with nuts on concrete mount, all holes sealed after assembly and installation. All materials required to be as per BIS specifications. [Through Rate] |
| 32 | [26.66.1]Providing and fixing of garden fencing of green hexagonal net. 1. Fixing of fencing with MS angles 25 x 25 x 3 mm, 1.5 m above ground fixed 30 cm under ground at 3m centre to centre with cement concrete 1:2:4. Net to be fixed with nut bolts with washer at three places and one 4 mm GI wire running through the net at top and bottom for stability and strength. [Through Rate] |
| 33 | [4.14.1]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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate] |
| 34 | [6.14.1]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 : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 35 | [6.15.1]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 four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 36 | [6.16]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 four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate] |
| 37 | [6.29.3]Centering and shuttering including strutting, propping etc. and removal of form work for : 3. Columns, piers, abutments, pillars, posts and struts [Labour Rate] |
| 38 | [6.30.20]Centering and shuttering including strutting, propping etc. and removal of form for 20. Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick [Labour Rate] |
| 39 | [6.30.21]Centering and shuttering including strutting, propping etc. and removal of form for 21. Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick [Labour Rate] |
| 40 | [6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate] |
| 41 | [7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] |
| 42 | [7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] |
| 43 | [9.14.1]Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: 1. With common burnt clay non-modular brick tiles of class designation 10 [Through Rate] |
| 44 | [9.33]Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm ( plus 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. [Through Rate] |
| 45 | [9.57.2]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. 2. 110 mm diameter [Through Rate] Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 16, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 21, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysAug 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysAug 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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