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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC NEAR JEEWAN JYOTI SCHOOL KRISHNA COLONY PALWAL 121102 | PALWAL | PALWAL | HARYANA | 121102 | ₹4.6 L | L1 | Accepted-AOC AOC |
| 2 | L2₹4.9 LRejected-Finance | ₹4.9 L | L2 | Rejected-Finance Reject due to higher rate quoted |
| 3 | L3₹4.9 LRejected-Finance H NO 54 WARD NO 19 BALDEV GANJ BAZAAR NEAR DAUJI MANDIR PALWAL 121102 | PALWAL | PALWAL | HARYANA | 121102 | ₹4.9 L | L3 | Rejected-Finance Reject due to higher rate quoted |
| 4 | L4₹5.0 LRejected-Finance | ₹5.0 L | L4 | Rejected-Finance Reject due to higher rate quoted |
| 5 | L5₹5.4 LRejected-Finance | ₹5.4 L | L5 | Rejected-Finance Reject due to higher rate quoted |
| Sl No | Description | Qty | Unit | THE SHRI DAU JI CO-OP MULTI PURPOSE SOCIETY LTD. PALWAL L2 | Yoginder Singh Contractor L1 | Artherwa L4 | NEELAM L3 | S.R BUILDCON L6 | The Shamim cooperative labour and construction society Ltd Nagla Dudoli L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Supply, Installation and Commissioning of Sh. Atal Bihari Vajpayee Ji FRP Sculpture Height-7feet Length :- 2.5 feet
Width:- 1.5 feet(without gst) | 1 | Nos. | 2,69,600 ₹2.7 L | 2,45,600 ₹2.5 L | 2,45,000 ₹2.5 L | 2,59,400 ₹2.6 L | 2,70,800 ₹2.7 L | 2,95,000 ₹3.0 L |
Updated dates
Tender Value
₹5.1 L
EMD Value
₹10,140
Closing Date
10 Mar 2026, 5:00 pmClosed
MANOJ KUMAR
Municipal Council Palwal
Estimate for Supply, Installation and Commissioning of Statue of Shri Atal Bihari Vajpayee Ji at Hathin Gate Park in Ward No.28 MC Palwal
2026_HRY_505668_1
20268C6642B3 66E7 495F B19F 848DB58C7B22294ULB
Open Tender
Civil Works
100 days
Palwal
2 documents required · 2 mandatory
₹1,000
₹10,140
Yes
2 Apr 2026
27 Feb 2026
11 Mar 2026
27 Feb 2026
10 Mar 2026
27 Feb 2026
Supply, Installation and Commissioning of Sh. Atal Bihari Vajpayee Ji FRP Sculpture Height-7feet Length :- 2.5 feet Width:- 1.5 feet(without gst)
Percentage BoQ
BoQ_Ver3.0
Bidder Name :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
[10.50.1]Providing and laying Polished 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. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. [Through Rate]
[11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate]
[11.73.2]Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer`s specifications including appropriate priming coat, preparation of surface, etc. complete. 2. On concrete work [Through Rate]
[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]
[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate]
[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]
[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]
[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]
[6.34.3]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 above 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. 3. Cold twisted bars [Through Rate]
[7.22.2]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 : 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]
[7.22.3]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 : 3. Cement mortar 1:3 (1 cement : 3 coarse sand) [Through Rate]
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