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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC PLOT NO 251 GALI NO 4 RAJAPARK JAWAHAR NAGAR JAIPUR 302004 | JAIPUR | JAIPUR | RAJASTHAN | 302004 | ₹2.1 Cr | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| Sl No | Description | Qty | Unit | Family Fountains L1 |
|---|---|---|---|---|
| 1.00 | (NON BSR) Supplying and drawing of FR PVC insulated & unsheathed Aluminium conductor 2X 2.5 Sq mm ISI marked (15:694) of 1.1 kV grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required. | 796.5 | Mtr. | 70 ₹55,755 Lowest |
| 2.00 | (NON BSR) Supply of 6 mm dia AISI 316 grade wire rope 16 Mtr highmast | 1 | Set | 10,500 ₹10,500 Lowest |
| 3.00 | (NON BSR) Supply of SGDD 500 KG winch (for 16 Mtr) highmast | 1 | Nos | 31,500 ₹31,500 Lowest |
| 4.00 | (NON BSR) Supply of 1.5 HP motor HEM make (for 12.5 Mtr, 16 Mtr, 20 Mtr) highmast | 1 | Nos | 18,500 ₹18,500 Lowest |
| 5.00 | (NON BSR) Labour rate for complete maintenance of existing high mast light system incluiding dismantling of all the parts/system, & refixing with the help of cranes, labour and all acessories as per required. (crane charge + labour ) | 1 | Each | 13,500 ₹13,500 Lowest |
| 6.00 | (NON BSR) Feeder Pillar: P&F of Feeder Pillar Box for Street light made out of CRCA Sheet of 10/12 SWG of size 650X450X400 mm duly Paint with powder Coating Paint of grey Colour. With fixing frame made out of ms Angle of Size 25x3 mm of required size and height. Feeder Pillar Shall baove following material.
1 MCB 16 Amp double pole 4 No
2 With Locking Arreangement and all required Glend, lugs of Cable Size
3- Earthing Terminal- 1 Nos. | 4 | Each | 4,100 ₹16,400 Lowest |
| 7.00 | (NON BSR) Supply and Fixing of GI Pipe and Fitting for repairing of Boll Fountain with required Manifold, Stands etc. | 1 | Set | 8,000 ₹8,000 Lowest |
| 8.00 | (NON BSR) Supply and Fixing of Brass Made Boll Fountain Nozzles of 20MM Size. | 10 | Each | 420 ₹4,200 Lowest |
| 9.00 | (NON BSR) Supply and Fixing of 30 Inch Aluminium Rods for Fixing of Nozzles . | 10 | Each | 450 ₹4,500 Lowest |
| 10.00 | (NON BSR) Designing, Supply, erection. Commissioning and testing of IP68 Protected underwater lighting system with dynamic colors red, Green, blue shall consist of 9 X 3W(27Watt), 12 V DC Led lamps Mounted on MCPCB comprising high quality water proof luminaries. The Luminaries shall have die cast aluminum alloy helices for strength and totally protected by fused epoxy polyester coating on all surfaces. The wall thickness of Luminaries not less than 5 mm. The wiring shall be reputed make double insulated PVC within copper conductor. The Connection shall be fully water proof. All external nuts, bolts and stands of stainless steel. | 8 | Nos | 7,550 ₹60,400 Lowest |
Tender Value
₹2.0 Cr
EMD Value
₹4.1 L
Closing Date
26 Feb 2026, 6:00 pmClosed
EXECUTIVE ENGINEER MANSAROVER ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
WORK OF BEAUTIFICATION IN DWARKADAS PARK
2026_DLB_535908_1
162 EXECUTIVE ENGINEER MANSAROVER ZONE
Open Tender
Civil Works
Percentage
180 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹2,360
ONLINE PAY IN JAIPURMC WEBSITE
₹4.1 L
Yes
18 Sept 2026
6 Feb 2026
27 Feb 2026
6 Feb 2026
26 Feb 2026
6 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | (2.1.3) Cutting of trees, including cutting of trunks, branches and removal ofstumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit to required compaction as per MoRT&H specification clause 201. (Measurment of girth to be done at height of 1 m above ground level) Girth from 900 mm to 1800 mm | 2 | Nos. | 1,572 | ₹3,144 |
| 2 | (2.4.5.2) Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Dismantling Stone Masonry Rubble stone masonry in cement mortar | 179 | P.Cum | 386 | ₹69,094 |
| 3 | (3.6) Dismantling stone slab flooring laid in cement mortar includingstacking of serviceable material and disposal of unserviceablematerial within 50 metres lead. | 1,391.5 | P.Sqm | 166.5 | ₹2,31,684.75 |
| 4 | (2.11) Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately as per MoRT&H specification clause 202 | 363 | P.Rmt. | 124.5 | ₹45,193.5 |
| 5 | (2.4.7.1) Steel work in all type sections up to a height of 5 metre above plinth level (Riveted work where rivet are required to be cut shall be measured and paid separately) Including dismembering | 3.55 | tonne | 2,925 | ₹10,383.75 |
| 6 | (2.1.3) Cutting of trees, including cutting of trunks, branches and removal ofstumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit to required compaction as per MoRT&H specification clause 201. (Measurment of girth to be done at height of 1 m above ground level) Girth from 900 mm to 1800 mm | 2 | Each | 1,572 | ₹3,144 |
| 7 | (4.13) Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m. | 602.66 | P.Cum | 159 | ₹95,822.94 |
| 8 | (1.1.1) Carriage of Materials by mechanical transport including loading, unloading and stacking : Stone, boulders, gravelly material lead upto 5 km | 368 | P.Cum | 239.78 | ₹88,239.04 |
| 9 | (4.10.1.1.) Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m | 192 | P.Cum | 229.5 | ₹44,064 |
| 10 | (21.1.7) Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). | 368 | P.Cum | 4,575 | ₹16,83,600 |
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