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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75.4 LAccepted-AOC | ₹75.4 L Quoted ₹55.8 L | L1 | Accepted-AOC 1st Lowest |
| 2 | L2₹61.4 LRejected-AOC | ₹61.4 L | L2 | Rejected-AOC 2nd Lowest |
| 3 | L3₹64.0 LRejected-AOC | ₹64.0 L | L3 | Rejected-AOC 3rd Lowest |
| 4 | L4₹73.8 LRejected-AOC MUNICIPAL COMMITTEE DHARUHERA | BHIWANI | HARYANA | 127021 | ₹73.8 L | L4 | Rejected-AOC 4th Lowest |
| 5 | L5₹83.7 LRejected-AOC 86 SECTOR 07 URBAN ESTATE KURUKSHETRA | ₹83.7 L | L5 | Rejected-AOC 5th Lowest |
Updated dates
Tender Value
₹75.4 L
EMD Value
₹1.5 L
Closing Date
13 Mar 2026, 2:00 pmClosed
YOGESHWAR
HSVP DIV 1 Sec 8 Panchkula
Special Repair and renovation of HSVP Staff Qtrs. in 3014 3015 (920 Sq.ft and 3018 3023 750 Sq.ft Block Nos. behind Ravidas Bhawan HSVP Colony in Sector 15 Panchkula including mtc. and defect liability period of one year free of cost.
2026_HBC_502446_1
2026DAB6AB7F 2687 43BB B4FA 331C8F2AF03C269HSV
Open Tender
Civil Works
180 days
Panchkula
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
Yes
₹1.5 L
Yes
14 May 2026
12 Feb 2026
16 Mar 2026
12 Feb 2026
13 Mar 2026
12 Feb 2026
12 Feb 2026 - 26 Feb 2026
9.11.1:- 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: 1. With common burnt clay non-modular brick tile of class designation 10 [Through Rate]
9.17.1:- Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 1. In 75x75 mm deep chase [Through Rate]
9.18: - Making khurras 45x45 cm with average minimum Mickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. [Through Rate]
9.22.1:- Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel rimer and two coats of approved paint on overlapping of sheets 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. 1. 1.00 mm thick with zinc coating not less than 275 gm/m2 [Through Rate]
5.11:- Demolishing mud phaska in terracing and disposal of material within 50 metres lead. [Through Rate]
5.23.1:- Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1. Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix) [Through Rate]
10.11:- Providing and laying of 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer`s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. [Through Rate]
11.5.3:- 12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]
13.22.1:- Supply and fixing Windows frames (Chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 0.58mm thick galvanized sheet (Base steel as per IS 513) with zinc of 120 gm/sqm steel sheet pre coated (as per approved colour) with Polyester paint of 12-16 microns thickness under coat of EPOXY primer and back coat with ALKYD backer of 5-7 microns, total sheet thickness with coating 0.58mm of approved shade, weld less corner assembly with brackets and screws, fixed in position by means of PVC and metal hold fastener with PVC cap complete in all respects as per drawing, design, specification and entire satisfaction of Engineer-in-charge. 1. Windows Outer frame of size 72mm x 55mm and central mullion 72mm x 50mm with Double rebate [Through Rate]
11.58:- Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete
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]
12.19.1.1.1:- Providing and fixing wire gaugeshutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Second class teak wood
12.26.2:- Providing and fixing flat pressed 3 layer particle board medium density exterior grade (Grade I) or graded wood particle board IS : 3087 marked, to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately): 2. 18 mm thick [Through Rate]
12.36.1:- Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 1. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws [Through Rate]
12.66.1:- Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 1. 250x10 mm [Through Rate]
12.69.1:- Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 1. 125 mm [Through Rate]
12.88:- Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight up to 35 kg and door width up to 700 mm), with necessary accessories and screws etc. complete. [Through Rate]
22.103.2:- Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 2. 20 mm nominal bore [Through Rate]
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]
22.87.9:- 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 This includes jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge. External work 9. 100 mm nominal inner dia Pipes [Through Rate]
22.98.2:- Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 2. 20 mm nominal bore [Through Rate]
22.103.2:- Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 2. 20 mm nominal bore [Through Rate]
30.9:- Regarding terracing of mud phaska covered with tiles or brick, in cement mortar by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded), all complete as per direction of Engineerin- Charge. [Through Rate]
30.22:- Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. [Through Rate]
30.24:- Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade. [Through Rate]
30.28.1:- Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 1 One or more coats on old work
30.59:- Refixing old glass panes with putty and nails [Through Rate]
30.94:- Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, up to 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal and vertical tubes joint with cup and lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. [Through Rate]
27.2:- Pointing with cement mortar (1:3 ) on brick work in substructure as per MoRTandH Specifications 1300 & 2200. [Through Rate]
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.
6.1.2:- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]
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 [Through Rate]
3.1.1:- By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [5km]
B1082. Clamps and M.S. stays including bolts and nuts for 100 mm pipe [Rate
6.33.6\:- Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, includingstraightening, 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 or 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]
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